Faculty Profiles - IKARASHI KIKUO

写真a

IKARASHI KIKUO

Organization

School of Environment and Society Professor

Homepage

http://www.arch.titech.ac.jp/ikarashi_lab/index.html

External link

Degree

Master of Engineering ( Tokyo Institute of Technology )
Doctor of Engineering ( Tokyo Institute of Technology )

Research Areas

Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Building structures and materials

Education

Tokyo Institute of Technology Graduate School, Division of Science and Engineering

- 1992

　 More details

researchmap
東京工業大学大学院理工学研究科建築学

- 1992

　 More details

Country： Japan

researchmap
Tokyo Institute of Technology School of Engineering Dept. of Architecture and Building Engineering

- 1989

　 More details

Country： Japan

researchmap

Research History

Tokyo Institute of Technology

1995

　 More details

researchmap
Tokyo Institute of Technology

1992

　 More details

researchmap

Professional Memberships

Japan Society of Seismic Isolation

　 More details

researchmap
International Association for Bridge and Structural Engineering

　 More details

researchmap
日本鋼構造協会

　 More details

researchmap
日本建築学会

　 More details

researchmap
International Association for Bridge and Structural Engineering

　 More details

researchmap
日本免震構造協会

　 More details

researchmap
溶接学会

　 More details

researchmap

▼display all

Papers

A METHOD FOR EVALUATION OF ELASTIC LOCAL BUCKLING STRENGTH OF I-SHAPED BEAM WITH CIRCULAR WEB OPENINGS Reviewed

Riku Watanabe, Kikuo Ikarashi, Kazuya Mitsui

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 91 ( No. 842 ) 500–511 2026.4

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

In consideration of hole of I-shaped beam web causing reduction of buckling strength, evaluation for buckling coefficient of I-shaped beam web with holes have been conducted. However, numerous studies have been conducted on square plate under pure shear, and not considered buckling of web under nonuniform bending that acts web of actual I-shaped beam. This study reveals the buckling coefficient of web with holes with any aspect ratio under pure shear or nonuniform bending. Using FEA, it investigates the eﬀect of hole size and arrangement on local buckling, and propose evaluation method for buckling coefficient of plate with holes.

DOI： 10.3130/aijs.91.500

researchmap
EVALUATION OF STRUCTURAL PERFORMANCE OF BUILT-UP I-SHAPED BEAM MEMBERS WITH RESISTANCE DEGRADATION DUE TO LOCAL BUCKLING AND DUCTILE CRACK PROPAGATION UNDER CYCLIC LOADING Reviewed

Kikuo Ikarashi, Kazuya Mitsui, Koshiro Mori, Seiya Kimura, Mamoru Uchida, Masato Nikaido, Ryohei Kuwada

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 91 ( No. 840 ) 306–317 2026.2

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

This study investigates the inﬂuence of member geometry and loading history on the deformation capacity of welded I-shaped steel beam members under cyclic loading that permits local buckling. Three ultimate limit states are defined, and deformation capacity curves up to each state are established based on the lower-bound results from constant-amplitude cyclic loading tests. It was conﬁrmed that beam members experiencing large-amplitude cycles inducing local buckling exhibit improved deformation capacity compared to those with lower local buckling damage. This is attributed to strength degradation in the beam and the resulting mitigation of plastic strain accumulation at the welded ends.

DOI： 10.3130/aijs.91.306

researchmap
Effect of the presence of access hole at beam end of full penetration welding to ultimate states of I-shaped beam members under cyclic loading Reviewed

Keisuke Kuramochi, KIKUO IKARASHI, Kazuya Mitsui, 井戸田秀樹

Proceedings of Constructional Steel Vol. 33 617 - 627 2025.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
STRUCTURAL PERFORMANCE EVALUATION OF I-SHAPED BEAM MEMBERS CONSIDERING LOCAL BUCKLING COLLAPSE MODE Reviewed

Kazuya Mitsui, Kikuo Ikarashi

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 90 ( Issue 835 ) 1085 - 1096 2025.9

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

This paper investigates the collapse modes of local buckling in I-shaped beam members subjected to monotonic loading, aiming to enhance the accuracy of structural performance evaluation. Parametric ﬁnite element analysis explores the inﬂuence of member geometry and stress state on collapse modes of local buckling. Index PFB and αp are proposed to classify the collapse modes of local buckling that develop after plasticization. Furthermore, a novel structural performance evaluation index WFp is presented, which utilize the proposed index. This index WFp enables more precise structural performance assessment by considering the local buckling collapse modes associated with various member geometries.

DOI： 10.3130/aijs.90.1085

researchmap
局部座屈およびき裂により耐力劣化が生じるH形断面梁の繰返し履歴下における崩壊形式

五十嵐規矩夫, 森光士郎, 三井和也, 木村征也, 内田衞, 二階堂真人, 桑田涼平, 吉本隼

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1357–1358 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
地震後の動ひずみ計測に基づく梁端局部座屈後の残余性能評価に関する研究（1）検討方法レジリエンス評価に基づく鋼構造建築物の耐震設計法および地震後の継続使用・復旧対応に関する研究その28

伊山潤, 三井和也, 森光士郎, 五十嵐規矩夫, 佐野航, 魚住明彦, 木村征也, 常木康弘, 小野潤一郎, 吉田和彦, 貞許美和

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1055–1056 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
偏心圧縮力を受ける冷間成形リップ溝形断面部材の最大耐力評価手法

槇枝諒祐, 三井和也, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1315–1316 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
地震後の動ひずみ計測に基づく梁端局部座屈後の残余性能評価に関する研究（2）ひずみと残余性能の関係レジリエンス評価に基づく鋼構造建築物の耐震設計法および地震後の継続使用・復旧対応に関する研究その29

佐野航, 伊山潤, 三井和也, 森光士郎, 五十嵐規矩夫, 魚住明彦, 木村征也, 常木康弘, 小野潤一郎, 吉田和彦, 貞許美和

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1057–1058 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
円形開口を有するH形断面梁ウェブの座屈耐力評価

渡部琳久, 五十嵐規矩夫, 三井和也

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1391–1392 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
梁端溶接形式が繰返し履歴を受けるH形断面梁の構造性能に及ぼす影響

倉持圭介, 五十嵐規矩夫, 井戸田秀樹, 三井和也, 木村征也, 内田衞, 二階堂真人, 桑田涼平, 吉本隼

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1361–1362 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
片縁端をリブ補剛された薄鋼板の弾性座屈挙動と弾性座屈耐力

Tuvshinzaya Ganzorig, 五十嵐規矩夫, 三井和也

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1317–1318 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Structural Performance Evaluation of I-Shaped Beam Members Based on Classification Indices for Local Buckling Collapse Modes

Kazuya Mitsui, KIKUO IKARASHI

Summaries of technical papers of annual meeting Vol. C-Ⅲ 1355–1356 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
地震後動ひずみ計測による局部座屈耐力劣化の推定技術に関する研究 (3) 局部座屈変形との対応レジリエンス評価に基づく鋼構造建築物の耐震設計法および地震後の継続使用・復旧対応に関する研究その30

魚住明彦, 伊山潤, 三井和也, 森光士郎, 五十嵐規矩夫, 佐野航, 木村征也, 常木康弘, 小野潤一郎, 吉田和彦, 貞許美和

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1059–1060 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
局部座屈およびき裂により耐力劣化が生じるH形断面梁の繰返し履歴下における性能評価

森光士郎, 五十嵐規矩夫, 三井和也, 木村征也, 内田衞, 二階堂真人, 桑田涼平, 吉本隼

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1359–1360 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
2軸圧縮応力およびせん断応力を受ける平行四辺形パネルの座屈耐力

定慶一郎, 五十嵐規矩夫, 三井和也

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1307–1308 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
冷間成形リップ溝形断面部材の偏心圧縮試験

光廣日向子, 槇枝諒祐, 三井和也, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1313–1314 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
EFFECT OF MEMBER GEOMETRY AND BOUNDARY CONDITION OF PLATE END EDGES ON RELATIONSHIP BETWEEN ELASTIC BUCKLING STRENGTH AND ULTIMATE STRENGTH OF COLD-FORMED THIN-WALLED STEEL MEMBERS Reviewed

Kazuya Mitsui, Kikuo Ikarashi, Hinako Mitsuhiro, Ryosuke Makieda, Tomoki Kobashi, Ryohei Kuwada

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 90 ( No. 833 ) 843 - 854 2025.7

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

In this study, which focuses on thin-walled members subjected to axial compressive forces, column tests and ﬁnite element analysis are conducted to elucidate the eﬀects of boundary conditions at plate end edges and member geometry on the ultimate (i.e., post-buckling) strength of thin-walled members. It is found that the boundary conditions at the plate end edges do not inﬂuence the ultimate strength of the thin-walled members; however, the rate of increase from the elastic buckling strength to the ultimate strength varies depending on the member geometry.

DOI： 10.3130/aijs.90.843

researchmap
接着剤を用いた鋼構造接合部の一面せん断耐力

花井勉, 小林博一, 五十嵐規矩夫, 三井和也, 秋本雅人, 小谷準, 紺野誠, 小川大輝

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1117–1118 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
接着剤を用いた鋼構造接合部の接着強さに接着領域の形状が及ぼす影響

小林博一, 花井勉, 五十嵐規矩夫, 三井和也, 秋本雅人, 小谷準, 紺野誠, 小川大輝

日本建築学会大会学術講演梗概集 Vol. C-Ⅲ 1119–1120 2025.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Strength and Behavior of Elastic Critical Distortional Buckling for Cold‐Formed Channel Member Under Compression Reviewed International journal

Kazuya Mitsui, Kikuo Ikarashi, Tomoki Kobashi, Ryohei Kuwada

Japan Architectural Review Vol. 8 ( Issue 1 ) e70024 2025.5

　More details

Language：English Publishing type：Research paper (scientific journal) Publisher：Wiley

DOI： 10.1002/2475-8876.70024

researchmap
接着剤を用いた鋼構造接合部の接着強さに接着領域の形状が及ぼす影響

小林博一, 花井勉, 五十嵐規矩夫, 三井和也, 秋本雅人, 小谷準, 紺野誠, 小川大輝

2025

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Cyclic Behaviors of L-shaped Beam-column Connection Oblique Plates Reviewed

Keiichiro Sada, KIKUO IKARASHI, Kazuya Mitsui

Proceedings of Constructional Steel Vol. 32 309 - 317 2024.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Elastic Local Buckling of Plates with Circular Holes Subjected to Nonuniform Bending Reviewed

Riku Watanabe, Kikuo Ikarashi, Kazuya Mitsui

Proceedings of Constructional Steel Vol. 32 253 - 261 2024.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
PREDICTION METHODS OF MAXIMUM STRENGTH OF LOCAL BUCKLING H-SHAPED BEAMS CONNECTED BY FLUSH END PLATES Reviewed

Hiroshi Matsubara, KIKUO IKARASHI

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 89 ( No. 825 ) 1320 - 1329 2024.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

This paper presents prediction methods of maximum strength around strong axis of local buckling H-Shaped beams connected by flush end plates. This paper studies the neutral axis position of the beam section around the connection and consider that the neutral axis position moves towards the compression region due to out-of-plane plastic deformation of the flush end plate. The influence of the movement of the neutral axis position for maximum local buckling strength is estimated by the energy method and accuracy of the estimation is checked by the experiment of the full-scale specimen and the nonlinear FEM analysis.

DOI： 10.3130/aijs.89.1320

researchmap
Single Shear Tests of Steel Structure Connections Utilizing Adhesives Reviewed

Ray Hasegawa, KIKUO IKARASHI, Kazuya Mitsui, 花井勉, 小林博一, 秋元雅人, 紺野誠, 小川大輝

Proceedings of Constructional Steel Vol. 32 369 - 375 2024.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
INFLUENCE OF CIRCULAR WEB OPENING CONFIGURATIONS ON ELASTIC BUCKLING BEHAVIOR OF I-SHAPED STEEL MEMBERS International journal

Riku WATANABE, Kikuo IKARASHI, Kazuya MITSUI

The 25th Japan-Korea-Taiwan Joint Seminar on Earthquake Engineering for Building Structures Vol. 25 177 - 186 2024.10

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
SINGLE-LAP SHEAR TESTS OF STEEL STRUCTURE CONNECTIONS UTILIZING ADHESIVES International journal

Rei HASEGAWA, Kikuo IKARASHI, Kazuya MITSUI

The 25th Japan-Korea-Taiwan Joint Seminar on Earthquake Engineering for Building Structures Vol. 25 157 - 166 2024.10

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Effect of Amplitude of Cyclic Loading on the Collapse Modes of I-Shaped Beams with Local Buckling Reviewed International journal

Koshiro Mori, Kikuo Ikarashi, Kazuya Mitsui

Proceedings of the 11th International Conference on Behaviour of Steel Structures in Seismic Areas 257–267 2024.7

　More details

Language：English Publishing type：Research paper (international conference proceedings)

In Japan, a series of destructive earthquakes (magnitude 7.0) occurred in a short period, resulting in a considerable interest in the low-cycle fatigue resistance of beam-end welds of beam-to-column connections with full-penetration welding. In the existing literature, various fatigue damage evaluation methods have been proposed based on the experimental results of stiffened beams aimed at preventing local buckling at the beam ends. However, because local buckling is expected to occur at the beam-ends of steel-framed structures, this study focused on conducting cyclic loading tests on I-shaped steel beams, allowing local buckling to occur at the beam-ends. In this study, we proposed novel fatigue curves based on the experimental results obtained from these tests. The experimental variables were the cross-sectional shape and constant amplitudes. Several constant loading amplitudes were applied to the same cross-sectional shape to investigate the effects of the constant amplitude and cross-sectional shape on the collapse mode. Based on these cyclic tests, when local buckling occurred, three collapse modes could be classified. These collapse modes were observed to vary depending on factors, such as the amplitude of the loading history and width-to-thickness ratio of the cross section. Additionally, this study revealed that the specimens that allowed for local buckling had larger deformation capacities until fracture than those that prevented local buckling at the beam ends.

DOI： 10.1007/978-3-031-62884-9_23

researchmap
Influence of Eccentricity on Elastic Critical Buckling Load and Behavior of Cold-Formed Steel Lipped Channel Columns Reviewed International journal

Ryosuke Makieda, Kazuya Mitsui, Kikuo Ikarashi

Proceedings of the 11th International Conference on Behaviour of Steel Structures in Seismic Areas 56–67 2024.7

　More details

Language：English Publishing type：Research paper (international conference proceedings)

Cold-formed steel sections are commonly used as construction members for various applications. These sections have slender, thin-walled open cross-sections, which make them highly susceptible to instability phenomena, including local, distortional, and global buckling (flexural or flexural-torsional buckling). Most of the existing literature assumes that cold-formed steel members experience either uniform compression or uniform bending and derives the elastic buckling loads corresponding to these specific buckling modes. However, in actual joints within steel-framed structures, cold-formed steel members experience nonuniform stresses owing to the simultaneous action of compression and bending caused by eccentricity. Current design codes incorporate simple design formulae that assume a linear summation based on the compression-to-bending stress ratio. However, these design formulae do not provide a rigorous evaluation of the buckling load. Therefore, we conducted stub column tests under eccentricity and performed analyses in this study using the finite element method. The results confirmed that the influence of the eccentricity led to a buckling mode that differed from that of the uniform stress state. Additionally, the ultimate load and the load-displacement relationship underwent significant changes owing to the influence of the eccentricity. Furthermore, we derived the elastic buckling load of each buckling mode changing with the amount of eccentricity using the energy method and clarified the influence of eccentricity on the buckling mode and the change in buckling load.

DOI： 10.1007/978-3-031-62884-9_5

researchmap
STRENGTH OF BOLTED STEEL STRUCTURAL MEMBERS UNDER ECCENTRIC TENSION Reviewed

Hideo Haikata, KIKUO IKARASHI, Kazuya Mitsui

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 89 ( No. 820 ) 639 - 650 2024.6

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

It is well known that the bearing capacity of bolted connections subjected to tensile forces is affected by eccentricity. However, the effect of the bending moment caused by the eccentricity on the bearing capacity has not been fully investigated. This study conducted a series of tensile tests and finite element analyses of brace members and examined the stress distribution in the cross-section. Then, a novel method of estimating the bearing capacity determined by the net section fracture in FEA was proposed. Furthermore, design equations for bolted connections that consider the effect of eccentricity in each cross-section were developed.

DOI： 10.3130/aijs.89.639

researchmap
Elastic Critical Buckling Coefficients for Skew Plates of Steel Structures under Biaxial Normal Stress Reviewed International journal

Kazuya Mitsui, Kikuo Ikarashi, Keiichiro Sada

Buildings Vol. 14 ( Issue 4 ) 901 - 901 2024.3

　More details

Language：English Publishing type：Research paper (scientific journal) Publisher：MDPI

In steel structures, skew thin steel plates serve as panel zones in structures spanning large spaces (e.g., warehouses and gymnasiums). Considerable research has been conducted on the shear buckling of panels due to seismic loads acting on a structure. Conversely, under snow or wind loads, the panel zone may experience compressive and tensile stresses simultaneously from two directions. Considering the economic preference for thin steel plates, evaluating the elastic critical local buckling stresses in the panel zone under biaxial normal stress may provide essential information to structural engineers. In this study, an elastic buckling analysis based on the energy method is performed to clarify the impact of panel geometry and boundary conditions on the elastic local buckling stresses of skew panel zones. As confirmed from the results, the local buckling stresses calculated using the energy method were consistent with those determined using finite element analysis. The findings indicate that a skew angle of up to 30° marginally affects the elastic buckling stress under uniaxial stress. Consequently, engineer-friendly design formulas were developed based on these findings. Comparisons with previous research demonstrated that the buckling loads reported were generally higher than those determined by finite element analysis. The study also established the correlation of the buckling stresses under biaxial stresses, which implied that the skew angle posed minimal influence on buckling stress for skew plates under biaxial stress. Additionally, a method for evaluating this correlation was presented. Engineers can utilize the provided design equations to more efficiently and accurately calculate buckling loads, facilitating a safer and more economical design of structures with skew plates.

DOI： 10.3390/buildings14040901

researchmap
Elastic critical local buckling load and behavior of local buckling for cold-formed lipped channel steel member under compression Reviewed International journal

Kazuya Mitsui, Kikuo Ikarashi

Japan Architectural Review Vol. 7 ( Issue 1 ) 2024.2

　More details

Language：English Publishing type：Research paper (scientific journal) Publisher：WILEY

The objective of this study was to analyze the elastic critical local buckling of cold-formed lipped channel sections using the energy method. A mechanical model and unique displacement functions simulating the local buckling behavior were proposed to consider the plate element interaction. Using the proposed mechanical mode, an analytical formula for local buckling that directly reflects the parameters of the channel member was proposed. Based on the proposed formula, the relationship between the cross-sectional geometry and local buckling behavior was investigated. In addition, a simplified design equation was proposed. The reliability and effectiveness of the proposed equations were presented by comparing with the results of eigenvalue analysis based on the finite element method.

DOI： 10.1002/2475-8876.12432

researchmap
INVESTIGATION ON BOLTED CONNECTION STRENGTH OF BRACE MEMBERS UNDER TENSILE FORCES International journal

Hideo Haikata, Kikuo Ikarashi, Kazuya Mitsui

SEEBUS 2023 2023.12

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Effect of Loading Protocol on Deteriorating Behavior due to Local Buckling of Box-section Steel Members Reviewed

Kazuya Mitsui, Itsuki Matsumoto, Kikuo Ikarashi

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 88 ( No. 813 ) 1569–1580 - 1580 2023.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

The effects of cyclic loading protocols on the structural performance of rectangular hollow-section members, such as the ultimate resistance determined by local buckling and the degradation behavior, are clarified through structural tests and elasto-plastic numerical analyses based on the finite element method. The material constants of the Chaboche model and the subloading surface model were identified using cyclic coupon tests to simulate the structural tests by the finite element method, and the analysis of rectangular hollow-section members subjected to bending shear was performed. Finally, evaluation formulae for the structural performance are proposed based on parametric numerical analyses.

DOI： 10.3130/aijs.88.1569

researchmap
Effect of Material Constitutive Model on Cyclic History Behavior of High-Strength Box-Section Members Reviewed

Itsuki Matsumoto, Kazuya Mitsui, Kikuo Ikarashi

Proceedings of Constructional Steel Vol. 31 490 - 498 2023.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

In this study, the material parameters of the existing constitutive model were calibrated from the results of cyclic material coupon tests of high-strength steel. The loaddisplacement relationship of box-section members under non-uniform bending composed of the same steel was reproduced by the analysis based on the finite element method (FEM).The FEM analysis showed that the linear kinematic hardening model is not accurate enough to reproduce the historical properties of both material level and member behavior. The relationship between the numerical trend of the Chaboche model parameters and the reproducibility of the material cycic coupon test is also discussed, and the suitability of each calibration result in the member analysis is evaluated in terms of the strength transition and energy absorption.

researchmap
Prediction Method of Moment Rotation Relationship of Buckling H-shaped Beams under One Side Loading Reviewed

Hiroshi Matsubara, Kikuo Ikarashi

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 88 ( No. 813 ) 1557 - 1568 2023.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

This paper presents prediction methods of moment-rotation relationships around strong axis of buckling H-Shaped beams subjected to a moment at one end. This paper studies the behaviors of the beams in two cases of boundary condition. In the one case, both ends are not restraint to rotate laterally and to warp. In the other case, the only loading end is restraint to rotate laterally and to warp. In order to improve the accuracy of the methods over various cross sections and spans, this paper checks that the lateral deformation and twist angle can be predicted accurately.

DOI： 10.3130/aijs.88.1557

researchmap
ELASTIC CRITICAL BUCKLING LOAD OF OBLIQUE PANELS SUBJECTED TO BIDIRECTIONAL COMPRESSIVE FORCES Reviewed

keiichiro sada, Kazuya Mitsui, Kikuo Ikarashi

Proceedings of Constructional Steel Vol. 31 609 - 615 2023.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

The objective of this study is to analyze the buckling behavior of oblique panel elements under independent compressive loads, with simple and fixed supports along edges, using the energy method. The calculation process of the buckling resistance based on the energy method can be complex. Therefore; simple design formulae for the buckling coefficient were proposed. Furthermore, a correlation between biderectional compressive forces is invested for the buckling resistance. Since this correlation is affected by changes in buckling mode, attention must be required in the designing panels.

researchmap
EFFECT OF AMPLITUDE UNDER CYCLIC LOADINGS TO COLLAPSE BEHAVIORS OF I-SHAPED STEEL BEAMS Reviewed

koshiro mori, Kazuya Mitsui, Kikuo Ikarashi

Proceedings of Constructional Steel Vol. 31 673 - 680 2023.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

The objective of this study is to analyze the buckling behavior of oblique panel elements under independent compressive loads, with simple and fixed supports along edges, using the energy method. The calculation process of the buckling resistance based on the energy method can be complex. Therefore; simple design formulae for the buckling coefficient were proposed. Furthermore, a correlation between biderectional compressive forces is invested for the buckling resistance. Since this correlation is affected by changes in buckling mode, attention must be required in the designing panels.

researchmap
Deterioration Behavior of Box Section Members Subjected to Cyclic Horizontal Loading of Various Protocols

Itsuki Matsumoto, Kazuya Mitsui, KIKUO IKARASHI

Vol. 16 2023.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
BUCKLING BEHAVIOR AND ULTIMATE RESISTANCE OF COLD-FORMED LIPPED CHANNEL MEMBERS UNDER ECCENTRIC COMPRESSION Reviewed

ryosuke makieda, Kazuya Mitsui, Kikuo Ikarashi

Proceedings of Constructional Steel Vol. 31 681 - 687 2023.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

Cold-formed steel members are susceptible to instability phenomena, including local, distortional, and global buckling. Most of the existing literature assumes that cold-formed steel members are subjected to uniform compression. However, in actual joints within steel-framed structures, cold-formed steel members experience non-uniform stresses due to eccentricity. Therefore, in this study, we conducted stub column tests under eccentricity and performed analyses using the finite element method. The results confirmed that the influence of eccentricity led to the occurrence of the buckling mode different from the uniform stress state and ultimate resistance changing with the amount of eccentricity.

researchmap
Strength of bolted steel structural members under eccentric tension Reviewed International journal

Kazuma Nagasato, Kikuo Ikarashi, Kazuya Mitsui

Japan Architectural Review Vol. 6 ( Issue 1 ) 2023.10

　More details

Language：English Publishing type：Research paper (scientific journal) Publisher：WILEY

The effective cross-sectional area method for the outstanding leg is utilized as an ineffective area to evaluate the strength in the present Japanese design standard. Given that this evaluation method is fundamentally premised on experimental outcomes derived from relatively thick plates, it must be extended to brace members composed of thin plates. In this study, we conduct bolt joint experiments and numerical analyses on thin-plate angles and channel members, with the aim to elucidate the elements influencing the efficiency of the joint. We propose a unified bolt joint strength evaluation formula that also considers thin-plate members.

DOI： 10.1002/2475-8876.12409

researchmap
Elastic critical local buckling stress in cold-formed lipped channel and hat sections under uniform compression Reviewed International journal

Kazuya Mitsui, Kikuo Ikarashi, Tomoki Kobashi, Ryohei Kuwada

Thin-Walled Structures Vol. 191 ( No. 111064 ) 111064 - 111064 2023.8

　More details

Language：English Publishing type：Research paper (scientific journal) Publisher：Elsevier

The classical design approach for the elastic critical local buckling load of the cold-formed open section (CFOS) neglects the plate element interaction at the cross-section, which compromises the benefits of CFOSs designed for high performance. To derive a novel formula for the local buckling coefficient, taking into account the plate element interaction at the cross-section, a series of displacement functions for expressing the buckling deformations of the web, flanges, and lips caused by local buckling in CFOSs is proposed in this paper. The effect of cross-sectional geometry on the buckling coefficient was investigated using the proposed formula derived from Timoshenko’s plate buckling theory. Further, simplified formulae were proposed for the buckling coefficient and half wavelength of the elastic critical local buckling for practical use. The reliabilities of the proposed formulae were verified by comparing the results obtained from the proposed formulae with the analysis results based on the finite element method and finite strip method.

DOI： 10.1016/j.tws.2023.111064

researchmap
Design formula for the buckling coefficient of lip in the lipped-Channel cross section under axial compression

Tomoki KOBASHI, Kazuya MITSUI, Ryohei KUWADA, Kikuo IKARASHI

Vol. C-Ⅲ ( No. 22568 ) 1135 - 1136 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
Effects of Vertical Stiffeners on Plastic Deformation Capacity of H-shaped Beams when Width-thickness Ratio of Web is Large. Part 4 : Analytical Study on the Beams with Large Web Opening

KANAZAKI Shintaro, YASUNAGA Jumpei, UETO Ayaka, UEKI Takuya, KIMURA Seiya, HIRAI Kenichi, SANO Wataru, IKARASHI Kikuo

Vol. C-Ⅲ ( No. 22403 ) 805 - 806 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
Research on Performance of Self-drilling Screw Subjected to Bending Shear

KUWADA Ryohei, KOBASHI Tomoki, IKARASHI Kikuo, MITSUI Kazuya, HAIKATA Hideo

Vol. C-Ⅲ ( No. 22521 ) 1041 - 1042 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
Shear Tests of Core of Steel Sandwich Panel

FURUTA Yukito, KIKUO IKARASHI

Vol. C-Ⅲ ( No. 22576 ) 1151 - 1152 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
Effect of Material Constitutive Models and Their Constants on the Accuracy of Analysis of Deformation Behavior with Buckling of Box Section Members

SADA Keiichiro, MATSUMOTO Itsuki, MITSUI Kazuya, IKARASHI Kikuo

Vol. C-Ⅲ ( No. 22423 ) 845 - 846 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
Elastic Buckling of Upper Flange Restraint I-Shaped Beam Subjected to End Moments and Uniformly Distributed Load

Tomoki Nakano, KIKUO IKARASHI, Kazuya Mitsui

Vol. C-Ⅲ ( No. 22374 ) 747 - 748 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
Experimental study on drilling tapping screw shear connection of cold-formed steel section

MITSUI Kazuya, IKARASHI Kikuo, HAIKATA Hideo, KUWADA Ryohei, KOBASHI Tomoki

Vol. C-Ⅲ ( No. 22522 ) 1043 - 1044 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
Effects of Vertical Stiffeners on Plastic Deformation Capacity of Hshaped Beams when Width-thickness Ratio of Web is Large. Part 3 : Experimental Study on the Beams with Large Web Opening

YASUNAGA Jumpei, KANAZAKI Shintaro, UETO Ayaka, UEKI Takuya, KIMURA Seiya, HIRAI Kenichi, SANO Wataru, IKARASHI Kikuo

Vol. C-Ⅲ ( No. 22402 ) 803 - 804 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
The Buckling Behavior and Ultimate Resistance of Cold-formed Lipped Steel Channel Members under Eccentric Compression

Ryosuke Makieda, Kazuya Mitsui, KIKUO IKARASHI

Vol. C-Ⅲ ( No. 22571 ) 1141 - 1142 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
Calibration of Material Constitutive Models Using Cyclic Material Coupon Test Results for High-Strength Steel

MATSUMOTO Itsuki, MITSUI Kazuya, IKARASHI Kikuo

Vol. C-Ⅲ ( No. 22422 ) 843 - 844 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
Plastic Deformation Capacity of Upper Flange Restraint I-Shaped Beam Subjected to End Moments and Uniformly Distributed Load

KIKUO IKARASHI, Tomoki Nakano, Kazuya Mitsui

Vol. C-Ⅲ ( No. 22375 ) 749 - 750 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
Investigation on Bolted Connection Strength Consist of Steel Angle using Finite Element Method

HAIKATA Hideo, IKARASHI Kikuo, MITSUI Kazuya

Vol. C-Ⅲ ( No. 22567 ) 1133 - 1134 2023.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.) Publisher：Architectural Institute of Japan

researchmap
ELASTIC LOCAL BUCKLING STRENGTH OF I-SHAPED BEAM WEB PLATES SUBJECTED TO END MOMENTS AND UNIFORMLY DISTRIBUTED LOAD Reviewed

Tomoki Nakano, Kazuya Mitsui, KIKUO IKARASHI

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 88 ( No. 806 ) 687 - 698 2023.4

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.88.687

researchmap
Required number of self-drilling screws for built-up column comprising cold-formed lipped channel sections to ensure flexural buckling as a single unit member Reviewed International journal

Kazuya Mitsui, Atsushi Sato, Kikuo Ikarashi

Japan Architectural Review Vol. 6 ( Issue 1 ) 2023.4

　More details

Language：English Publishing type：Research paper (scientific journal)

This study analyzed the flexural buckling behavior of light-gauge built-up compression members joined by self-drilling screws by using the energy method. A nonconventional mechanical model that simulates the flexural buckling behavior of a built-up member was proposed, and the contradictions of Bleich’s model were described. A simple design formula that directly reflects the parameters of built-up members was derived based on the proposed model. Furthermore, to ensure flexural buckling as a single unit member, the required stiffening stiffness and number of self-drilling screws were proposed.

DOI： 10.1002/2475-8876.12354

researchmap
INFLUENCE OF UPPER FLANGE CONTINUIOUS RESTRAINT CONDITION ON PLASTIC DEFORMATION CAPACITY OF I-SHAPED BEAMS Reviewed

IKARASHI, Kazuya MITSUI, Hiroto KAGESAWA, Seiya KIMURA, Mamoru UCHIDA, Kenta HIRAI, Takeshi TAKADA, Fuyuki ITO

Journal of Structural and Construction Engineering Vol. 88 ( No. 805 ) 519 - 530 2023.3

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

It is known that the plastic deformation capacity of I-shaped beams is significantly improved by restraining the upper flange. However, a systematic
buckling design method that properly considers the stiffening effect of the slab has not been established. This study clarifies the effect of the
continuous restraint condition of the upper flange on the plastic deformation capacity of I-shaped beams and proposes a method for evaluating plastic
deformation performance. In addition, the stiffness and buckling strength of the upper flange restraints for the required plastic deformation capacity
of the beams are shown from previous experiments.

DOI： 10.3130/aijs.88.519

researchmap
Effect of Assembly Types on Bolted Connection Strength Consist of Built-up Angle Members under Monotonic Tensile Force Reviewed International journal

Hideo Haikata, Kikuo Ikarashi, Kazuya Mitsui

2022.12

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Effect of Loading Protocol on Hysteretic Response and Stiffness Deterioration of Steel Hollow Structural Section Columns Reviewed International journal

Itsuki Matsumoto, Kazuya Mitsui, Kikuo Ikarashi

2022.12

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Bolted Connection Strength Consist of Built-up Angle Members Subjected to Tensile Foce Reviewed

Hideo Haikata, Kikuo Ikarashi, Kazuya Mitsui

Proceedings of Constructional Steel Vol. 30 489 - 496 2022.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Elastic Buckling of Parallelogram Connection Panels Subjected to Shear Forces Reviewed

Tomomasa Aratani, Kazuya Mitsui, Kikuo Ikarashi

Proceedings of Constructional Steel Vol. 30 482 - 488 2022.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Elastic Shear Buckling Coefficients for Oblique Plates Reviewed International journal

Kazuya Mitsui, Kikuo Ikarashi

Mathematical Problems in Engineering Vol. 2022 2022.9

　More details

Language：English Publishing type：Research paper (scientific journal) Publisher：Hindawi

DOI： 10.1155/2022/9532380

researchmap
Elastic Local Buckling Strength of Wide Flange Beams Web Subjected to End Moment and Distributed Load Reviewed International journal

Tomoki Nakano, Kikuo Ikarashi, Kazuya Mitsui

The 2022 edition of the International Colloquium on Stability and Ductility of Steel Structures (SDSS 2022) 958 - 964 2022.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Strength and Behavior of Elastic Distortional Buckling for Cold-formed Channel Member under Compression Reviewed

Kazuya Mitsui, KIKUO IKARASHI, Tomoki Kobashi, 桑田涼平

J. Struct. Constr. Eng., AIJ Vol. 87 ( No. 791 ) 139 - 148 2022.1

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.87.139

researchmap
BUCKLING STREGNTH AND BEHAVIOR OF ELASTIC LOCAL BUCKLING FOR COLD-FORMED CHANNEL MEMBER UNDER COMPRESSION Reviewed

Kazuya Mitsui, KIKUO IKARASHI

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 86 ( No. 790 ) 1685 - 1692 2021.12

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.86.1685

researchmap
A Study on Distortional Buckling of Light Gauge Member Reviewed

Kazuya Mitsui, KIKUO IKARASHI, Tomoki Kobashi, Ryohei Kuwada

Proceedings of Constructional Steel Vol. 29 308 - 317 2021.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Elastic Local Buckling Properties of H-shaped Beams Subjected to End Moments and Uniformly Distributed Load Reviewed

Tomoki Nakano, KIKUO IKARASHI, Kazuya Mitsui

Proceedings of Constructional Steel Vol. 29 384 - 392 2021.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Plastic Deformation Capacity of Stiffened Vertical Haunch I-shaped Beam Reviewed

Takuto Fukuda, KIKUO IKARASHI, Kazuya Mitsui

Proceedings of Constructional Steel Vol. 29 334 - 340 2021.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Distortional Buckling of Cold-Formed Channel Member under Compression Reviewed International journal

Kazuya Mitsui, Kikuo Ikarashi, Tomoki Kobashi, Ryohei Kuwada

Proceedings of the 22nd Taiwan-Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures 126 - 135 2021.10

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Theoretical Analysis of Elastic Local Buckling for H-Shaped Beams Subjected to End Moments and Uniformly Distributed Load Reviewed International journal

Tomoki Nakano, Kikuo Ikarashi, Kazuya Mitsui

Proceedings of the 22nd Taiwan-Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures 145 - 154 2021.10

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Buckling Strength Evaluation Method of Plate on Elastic Foundation and Its Application to Sandwich Panels Reviewed International journal

Hinako Mitsuhiro, Kikuo Ikarashi, Kazuya Mitsui

Proceedings of the 22nd Taiwan-Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures 33 - 40 2021.10

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Buckling Strength and Buckling Behavior of I-Shaped Beams with Continuous Lateral Restraints on Upper Flange Reviewed International journal

Hiroto Kagesawa, Kikuo Ikarashi, Kazuya Mitsui

Proceedings of the 22nd Taiwan-Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures 26 - 32 2021.10

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
DESIGN METHOD FOR STEEL PLATE SHEAR WALL RESTRAINED BY ONE-SIDED STIFFENING TYPE Reviewed

Jumpei Yasunaga, Takuya Ueki, Yukio MURAKAMI, Junichiro ONO, Seiya Kimura, Tatsuya Ohyama, KIKUO IKARASHI

Journal of Structural and Construction Engineering Vol. 86 ( No. 786 ) 1213 - 1223 2021.8

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.86.1213

Scopus

researchmap
引張力を受ける偏心接合された薄板鋼構造部材のボルト接合部耐力

永里和真, 五十嵐規矩夫, 三井和也, 川端洋介

日本建築学会大会学術講演梗概集 Vol. 86 ( No. 789 ) 795 - 796 2021.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

DOI： 10.3130/aijs.86.1570

researchmap
Lateral Buckling Strength and Deformation Capacity of H-Shaped Tapered Beams with Restraint

An Tongheng, Ikarashi Kikuo, Mitsui Kazuya

日本建築学会大会学術講演梗概集 881 - 882 2021.7

　More details

Language：English Publishing type：Research paper (conference, symposium, etc.)

researchmap
圧縮力を受けるリップ溝形断面部材の座屈性状に及ぼす幾何学的初期不整の影響

渡辺茜, 五十嵐規矩夫, 三井和也, 小橋知季

日本建築学会大会学術講演梗概集 797 - 798 2021.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
上フランジを連続完全拘束されたH形断面梁の塑性変形性能評価

影澤泰人, 五十嵐規矩夫, 三井和也, 木村征也, 内田衛, 平井健太, 高田武之, 伊藤冬樹

日本建築学会大会学術講演梗概集 889 - 890 2021.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
軸力と曲げせん断力を受ける閉断面部材の幅厚比制限値

五十嵐規矩夫, 八馬秀, 三井和也

日本建築学会大会学術講演梗概集 821 - 822 2021.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
圧縮力が作用する薄板軽量形鋼のゆがみ座屈耐力に関する研究

三井和也, 五十嵐規矩夫, 小橋知季, 桑田涼平

日本建築学会大会学術講演梗概集 799 - 800 2021.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
薄板軽量形溝形断面部材の許容応力度設計法に関する一検討

光廣日向子, 五十嵐規矩夫, 三井和也, 小橋知季, 桑田涼平

日本建築学会大会学術講演梗概集 1077 - 1078 2021.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
軸力と曲げせん断力を受ける円形中空断面部材の弾性局部座屈耐力と塑性変形性能

八馬秀, 五十嵐規矩夫, 三井和也

日本建築学会大会学術講演梗概集 819 - 820 2021.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
曲げせん断力を受けるスチフナ付きH形断面鉛直ハンチ梁の塑性変形能力

福田拓人, 五十嵐規矩夫, 三井和也

日本建築学会大会学術講演梗概集 907 - 908 2021.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
端モーメントおよび等分布荷重を受けるH形断面梁ウェブの弾性局部座屈性状

中野友貴, 五十嵐規矩夫, 三井和也

日本建築学会大会学術講演梗概集 867 - 868 2021.7

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
REQUIRED NUMBER OF SELF-DRILLING SCREWS FOR LIGHT GAUGE BUILT-UP COMPRESSION MEMBERS TO ENSURE FLEXURAL BUCKLING AS A UNIT MEMBER Reviewed

Kazuya Mitsui, 佐藤篤司, KIKUO IKARASHI

Journal of Structural and Construction Engineering Vol. 86 ( No. 784 ) 979 - 990 2021.6

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

This study's main purpose is to analyze the flexural buckling behavior of light gauge built-up compression members jointed by self-drilling screws based on the energy method. A non-conventional mechanical model that simulates the flexural buckling behavior of the built-up member was proposed, and the contradictions of Bleich's model was described. A simple design formula that directly reflects the built-up member's parameters was derived based on the proposed model. Furthermore, the required stiffening rigidity and the required number of self-drilling screws are proposed to ensure flexural buckling as a unit member.

DOI： 10.3130/aijs.86.979

researchmap
EVALUATION OF PLASTIC DEFORMATION CAPACITY OF EVALUATION OF PLASTIC DEFORMATION CAPACITY OF EVALUATION OF PLASTIC DEFORMATION CAPACITY OF OCTAGONAL HOLLOW CROSS-SECTION MEMBER OCTAGONAL HOLLOW CROSS-SECTION MEMBER Reviewed

KIKUO IKARASHI, Shu Hachiuma

J. Struct. Constr. Eng., AIJ Vol. 86 ( No. 780 ) 321 - 330 2021.2

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
EFFECT OF GEOMETRICAL IMPERFECTION ON ANALYTICAL BUCKLING STRENGTH OF COLD-FORMED LIPPED CHANNEL STEEL MEMBER UNDER COMPRESSION Reviewed

Kazuya Mitsui, Akane Watanabe, Tomoki Kobashi, KIKUO IKARASHI

Vol. 86 ( No. 779 ) 157 - 167 2021.1

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.86.157

researchmap
BUCKLING BEHAVIOR OF H-SHAPED BEAM WITH CONTINUOUS RESTRAINT INSTALLED TRANSVERSE STIFFENERS AND METHOD FOR DECIDING STIFFENING POSITION Reviewed

Naoki Igawa, KIKUO IKARASHI, Kazuya Mitsui

Journal of Structural and Construction Engineering Vol. 85 ( No. 777 ) 1491 - 1500 2020.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

DOI： 10.3130/AIJS.85.1491

Scopus

researchmap
APPLICATION OF BUCKLING STRENGTH EVALUATION METHOD OF PLATE ON ELASTIC FOUNDATION TO SANDWICH PANEL Reviewed

Hinako Mitsuhiro, KIKUO IKARASHI, Kazuya Mitsui

Proceedings of Constructional Steel Vol. 28 895 - 901 2020.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

researchmap
EFFECT OF RESTRAINT FOR LATERAL TORSIONAL BUCKLING ON BUCKLING BEHAVIOR OF I-SHAPED BEAMS WITH CONTINUOUS LATERAL RESTRAINTS ON UPPER FLANGE Reviewed

Hiroto Kagesawa, KIKUO IKARASHI, Kazuya Mitsui, Mamoru Uchida, Fuyuki Ito

Proceedings of Constructional Steel Vol. 28 786 - 793 2020.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

researchmap
ウェブ幅厚比の大きいH形断面梁における縦スチフナ補剛が塑性変形性能に及ぼす影響その1:載荷実験による検討

田村淳一, 安永隼平, 植戸あや香, 植木卓也, 村上行夫, 小野潤一郎, 木村征也, 安藤顕祐, 五十嵐規矩夫, 大山翔也

日本建築学会大会学術講演梗概集 913 - 914 2020.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
H-shaped beam Vertical haunch Shear bending Local buckling Elastic-plastic behavior Finite element analysis

Wataru Ishida, KIKUO IKARASHI, Kazuya Mitsui

941 - 942 2020.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
ウェブ幅厚比の大きいH形断面梁における縦スチフナ補剛が塑性変形性能に及ぼす影響その2:FEM解析による検討

金崎信太郎, 安永隼平, 植戸あや香, 植木卓也, 村上行夫, 小野潤一郎, 木村征也, 安藤顕祐, 五十嵐規矩夫, 大山翔也

日本建築学会大会学術講演梗概集 915 - 916 2020.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
H-shaped Beam Continuous Restraint Rotational Restraint Lateral Buckling Local Buckling Bracing Stiffness

Hiroto Kagesawa, KIKUO IKARASHI, Kazuya Mitsui, Seiya Kimura, 内田衞, 平井健太, 髙田武之, 伊藤冬樹

943 - 944 2020.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Elastic Local Buckling Strength and Plastic Deformation Capacity of Cylindrical Hollow Cross-Section Member

Shu Hachiuma, KIKUO IKARASHI, Kazuya Mitsui

979 - 980 2020.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Buckling Behavior of Rectangular Plates on Elastic Foundation under Axial Force with Stress Gradient and its Application

Hinako Mitsuhiro, KIKUO IKARASHI, Kazuya Mitsui

1007 - 1008 2020.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Experimental Study on Buckling Behavior of Cold Formed Lipped Channel Steel Members under Compression

Akane Watanabe, Kazuya Mitsui, KIKUO IKARASHI, Tomoki Kobashi

879 - 880 2020.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
有限要素法による山形鋼ボルト接合部耐力の検討

永里和真, 五十嵐規矩夫, 三井和也, 川端洋介

日本建築学会大会学術講演梗概集（関東） 687 - 688 2020.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Lateral Buckling Strength of H-Shaped Tapered Beam under Shear Bending

Tongheng An, KIKUO IKARASHI, Kazuya Mitsui

日本建築学会大会学術講演梗概集（関東） 927 - 928 2020.9

　More details

Language：English Publishing type：Research paper (conference, symposium, etc.)

researchmap
Vertical Direct Stress Acting on the Web of Vertical Haunch H-Shaped Beam Under Shear Bending

KIKUO IKARASHI, Wataru Ishida, Kazuya Mitsui

939 - 940 2020.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
H-shaped Beam Coutinuous Restraint Transverse Stiffener Energy Method Lateral Buckling Index of sectional proportion

Naoki Igawa, KIKUO IKARASHI, Kazuya Mitsui

945 - 946 2020.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Influence of Geometric Imperfection on Buckling Behavior of Cold Formed Lipped Channel Steel Members under Compression

Kazuya Mitsui, Akane Watanabe, KIKUO IKARASHI, Tomoki Kobashi

881 - 882 2020.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
EVALUATION METHOD OF ULITMATE STRENGTH FOR L-SHAPEE BEAM-TO-COLUMN JOINT PANELS COMPOSED WITH I-SHAPED MEMBERS Reviewed

KIKUO IKARASHI, Yuuichi Utsuki, Kazuya Mitsui, Yuta Makino, Kaoru Yamada

Journal of Structural and Construction Engineering (Transactions of AIJ) 85 ( 774 ) 1079 - 1089 2020.8

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.85.1079

researchmap
Elastic Web Buckling Stress and Ultimate Strength of H-Section Beams Dominated by Web Buckling Reviewed International journal

Jiaxing Ma, NA, Yinhui Wang, Kikuo Ikarashi

Mathematical Problems in Engineering Vol. 2020 2020.8

　More details

Language：English Publishing type：Research paper (scientific journal)

researchmap
BUCKLING BEHAVIOR OF WEB STIFFENED BY LONGITUDINAL STIFFENERS AND DESIGN METHOD FOR LONGITUDINAL STIFFENERS Reviewed

KIKUO IKARASHI, Naoki Igawa, Yoshihiro Yanagishita, Kazuya Mitsui

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 85 ( No. 773 ) 957 - 967 2020.7

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.85.957

researchmap
Effect of surrounding frame members on the buckling behavior of steel shear walls restrained by stiffeners Reviewed International journal

Kikuo Ikarashi, Hayato Shimomura, Jumpei Yasunaga, Takuya Ueki, Junichiro Ono, Tatsuya Ohyama

Japan Architectural Review Vol. 3 ( Issue 4 ) 481 - 495 2020.6

　More details

Language：English Publishing type：Research paper (scientific journal) Publisher：Wiley

DOI： 10.1002/2475-8876.12162

researchmap
ELASTIC SHEAR BUCKLING STRENGTH OF L-SHAPED BEAM-TO-COLUMN JOINT PANELS COMPOSED WITH I-SHAPED MEMBERS Reviewed

KIKUO IKARASHI, Yuuichi Utsuki, Kazuya Mitsui

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 85 ( No. 771 ) 759 - 769 2020.5

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.85.759

researchmap
スチフナ補剛された鋼板耐震壁の座屈性状に周辺部材が及ぼす影響 Reviewed

五十嵐規矩夫, 下村隼人, 安永隼平, 植木卓也, 小野潤一郎, 大山翔也

日本建築学会構造系論文集 Vol. 85 ( No. 767 ) 141 - 150 2020.1

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Buckling Behavior of Built-up Cold-Formed Steel Members from Lipped C-Sections Reviewed

Akane Watanabe, KIKUO IKARASHI, Daimu Takahashi

Proceedings of Constructional Steel Vol. 27 511 - 517 2019.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

researchmap
PREDICTION METHODS OF POST LATERAL-BUCKLING MOMENT-ROTATION RELATIONSHIPS OF H-SHAPED BEAMS SUBJECTED TO MOMENT AT ONE END Reviewed International journal

H. Matsubara, K. Ikarashi

2019.11

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Influence Factors on Effective Area of Bolted Steel Angles under Tension Reviewed

Kazuma Nagasato, KIKUO IKARASHI, 岡田忠義, 川端洋介

Proceedings of Constructional Steel Vol. 27 194 - 1199 2019.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

researchmap
Local Buckling Strength of Vertical Haunch H-Shaped Beam Under Shear Bending Reviewed

Wataru Ishida, KIKUO IKARASHI

Proceedings of Constructional Steel Vol. 27 129 - 134 2019.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

researchmap
Elastic Lateral Buckling Strength of H-Shaped Beams Subjected to End Moments and Uniformly Distributed Load Reviewed

Daiki Shinohara, KIKUO IKARASHI

Proceedings of Constructional Steel Vol. 27 141 - 146 2019.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

researchmap
Evaluation of Plastic Deformation Capacity of Octagonal Hollow Cross-Section Member Reviewed

Shu Hachiuma, Naohiro Wada, KIKUO IKARASHI, 岡田忠義

Proceedings of Constructional Steel Vol. 27 147 - 153 2019.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

researchmap
Local Buckling Strength of Vertical Haunch H-Shaped Beam Under Shear Bending Reviewed International journal

Wataru Ishida, K. Ikarashi

Journal of Structural and Construction Engineering 85 ( 778 ) 1655 - 1665 2019.9

　More details

Language：English Publishing type：Research paper (international conference proceedings) Publisher：Architectural Institute of Japan

DOI： 10.3130/AIJS.85.1655

Scopus

researchmap
横座屈を生ずる上フランジ連続拘束H形断面梁の中間スチフナ補剛に関する基礎的検討

井川直大, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1043 - 1044 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
境界条件を考慮した H 形断面梁の横座屈後挙動の予測方法その1 最大耐力前後の横座屈挙動と横曲げ応力

山本篤志, 松原宏志, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1087 - 1088 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
曲げせん断力を受ける鉛直ハンチ H 形断面梁の弾性局部座屈耐力

石田渉, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1027 - 1028 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Effect of Stiffener Position on Buckling Behavior of H-Shaped Steel Beam with Upper Flange Restraint Reviewed International journal

N. Igawa, K. Ikarashi

2019.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
ELASTIC BUCKLING STRENGTH OF H-SHAPED BEAMS SUBJECTED TO END MOMENT AND UNIFORMLY DISTRIBUTED LOAD Reviewed International journal

Daiki Shinohara, K. Ikarashi

2019.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
面内曲げを受ける突出フランジ板要素の座屈耐力評価

屋比久竜史, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1023 - 1024 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
端モーメントおよび等分布荷重を受ける H 形断面梁の弾性横座屈耐力

篠原大貴, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1037 - 1038 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
純圧縮または曲げを受ける八角形中空断面部材の弾性座屈耐力算定

和田直大, 五十嵐規矩夫, 岡田忠義, 川端洋介, 小橋知季

日本建築学会大会学術講演梗概集 1125 - 1126 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
八角形中空断面部材の塑性変形性能評価

八馬秀, 和田直大, 五十嵐規矩夫, 岡田忠義, 川端洋介

日本建築学会大会学術講演梗概集 1127 - 1128 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Elastic buckling strength of lipped channel section beam restrained on upper flange subjected to bending Reviewed International journal

Hiroto Masuda, K. Ikarashi

2019.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
境界条件を考慮した H 形断面梁の横座屈後挙動の予測方法その2 捩じれ回転角と横変位の予測方法

松原宏志, 山本篤志, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1089 - 1090 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Distortional Buckling Strength of H-Shaped Tapered Beam with Restraint

Tongheng An, KIKUO IKARASHI

日本建築学会大会学術講演梗概集 1039 - 1040 2019.9

　More details

Language：English Publishing type：Research paper (conference, symposium, etc.)

researchmap
周辺縦枠部材がスチフナ補剛された鋼板耐震壁の弾塑性挙動に及ぼす影響

五十嵐規矩夫, 下村隼人, 安永隼平, 小野潤一郎, 大山翔也

日本建築学会大会学術講演梗概集 1285 - 1286 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
表裏交差形式でスチフナ補剛された鋼板耐震壁の弾性座屈耐力算定方法

下村隼人, 五十嵐規矩夫, 安永隼平, 小野潤一郎, 大山翔也

日本建築学会大会学術講演梗概集 1283 - 1284 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
等曲げを受ける薄板軽量リップ溝形断面梁の弾性座屈応力度に与える上フランジ拘束度合いの影響

増田宏斗, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1041 - 1042 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
曲げせん断力を受けるウェブ幅厚比の大きなH形断面梁の弾性座屈後挙動および最大耐力算定法

中嶋洋介, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1025 - 1026 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
引張力を受ける山形鋼ボルト接合部の有効断面積に及ぼす影響因子

永里和真, 五十嵐規矩夫, 岡田忠義, 川端洋介

日本建築学会大会学術講演梗概集 1013 - 1014 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
逆対称曲げを受ける薄板軽量リップ溝形鋼組立梁の座屈性状

渡辺茜, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1035 - 1036 2019.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Elastic local buckling strength and maximum strength of rectangular section members which were loaded compression and bending

Tomoki Kobashi, Kikuo Ikarashi, Nobutaka Shimizu

Journal of Structural and Construction Engineering 84 ( 755 ) 97 - 107 2019.1

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.84.97

Scopus

researchmap
曲げと圧縮が作用する薄肉長方形断面部材の弾性局部座屈耐力および最大耐力 Reviewed

小橋知季, 五十嵐規矩夫, 清水信孝

日本建築学会構造系論文集 Vol. 84 ( No. 755 ) 97 - 107 2019.1

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Effect of Boundary Condition on Buckling Behavior of Thin-Walled Lipped Channel Section Beams Reviewed

Hiroto MASUDA, Kikuo IKARASHI, Daiki KUBOTA

Proceedings of Constructional Steel Vol. 26 89 - 96 2018.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

researchmap
Elastic Buckling Behavior and Evaluation of Plastic Deformation Capacity of Octagonal Hollow Reviewed

Naohiro WADA, Kikuo IKARASHI, Tadayoshi OKADA

Proceedings of Constructional Steel Vol. 26 730 - 735 2018.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

researchmap
An Effective Stiffener Position on H-Shaped Beams with Restrained Upper Flange Reviewed

Naoki Igawa, KIKUO IKARASHI

Proceedings of Constructional Steel Vol. 26 69 - 74 2018.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

researchmap
Post buckling Strength of H-shaped Steel Beams with Large Web Depth-Thickness Ratio under Bending-Shear Reviewed

Yosuke Nakajima, KIKUO IKARASHI

Proceedings of Constructional Steel Vol. 26 51 - 56 2018.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Japanese Society of Steel Construction

researchmap
Development of Design Equations for The Local Buckling Strength on Octagonal Tubular Section Members Reviewed International journal

Tomoki Kobashi, Kikuo Ikarashi, unknown unknown

2018.10

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
周辺架構部材の面外剛性が鋼板耐震壁の座屈耐力に与える影響

下村隼人, 五十嵐規矩夫, 安永隼平

日本建築学会大会学術講演梗概集 759 - 760 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
上フランジを完全拘束されたH形断面梁の座屈性状に及ぼすスチフナ補剛位置の影響

井川直大, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1139 - 1140 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
境界条件を考慮したH形断面梁の横座屈後の荷重変形関係の予測方法その1 横座屈後の挙動と抵抗モデル

松原宏志, 大島千鶴, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1095 - 1096 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
引張力を受ける軽山形鋼ボルト接合部の継手効率

戸塚真里奈, 五十嵐規矩夫, 岡田忠義

日本建築学会大会学術講演梗概集 1069 - 1070 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
等曲げが作用する長方形断面部材の弾性局部座屈耐力

小橋知季, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1159 - 1160 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
熱応力を受ける鋼板サンドイッチパネルの不安定挙動に関する基礎的研究

山中萌, 五十嵐規矩夫, 小谷野祐希

日本建築学会大会学術講演梗概集 87 - 88 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
曲げせん断力及び軸力を受ける八角形断面部材の最大耐力と塑性変形能力

和田直大, 五十嵐規矩夫, 岡田忠義

日本建築学会大会学術講演梗概集 1001 - 1002 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
薄板軽量リップ溝形鋼組立圧縮材の局部座屈性状に与える端部境界条件の影響

高橋大夢, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1075 - 1076 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
面内曲げを受ける突出フランジ板要素の座屈性状と幅厚比の関係

屋比久竜史, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1079 - 1080 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
上フランジを拘束されたリップ溝形断面梁の曲げせん断力作用下における弾性座屈性状

増田宏斗, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1107 - 1108 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
せん断力が作用する過大孔を有する高力ボルト摩擦接合部の力学性状

五十嵐規矩夫, 下村隼人, 安永隼平, 大山翔也

日本建築学会大会学術講演梗概集 939 - 940 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
境界条件を考慮したH形断面梁の横座屈後の荷重変形関係の予測方法その2 抵抗モデルの検証

大島千鶴, 松原宏志, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1097 - 1098 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
曲げせん断力を受けるウェブ幅厚比の大きなH形断面梁の座屈後耐力

中嶋洋介, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1083 - 1084 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
曲げせん断力を受ける梁端部水平ハンチ付きH形断面梁の弾性局部座屈性状

小高弘慎, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1143 - 1144 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
上フランジ拘束条件がH形断面梁の横座屈挙動に及ぼす影響

佐野達彦, 五十嵐規矩夫

日本建築学会大会学術講演梗概集 1113 - 1114 2018.9

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Study on elastic shear buckling of trapezoidal corrugated steel web

Tao Wang, Kikuo Ikarashi

Journal of Structural and Construction Engineering 83 ( 750 ) 1193 - 1203 2018.8

　More details

Language：English Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.83.1193

Scopus

researchmap
面内せん断力を受ける波形鋼板の弾性座屈応力度評価法 Reviewed

王韜, 五十嵐規矩夫

日本建築学会構造系論文集 Vol. 83 ( No. 750 ) 1193 - 1203 2018.8

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Elastic local buckling strength and maximum strength of cold formed steel members with different plate width on adjacent plate elements

Totnoki Kobashi, Kikuo Ikarashi, Nobutaka Shimizu

Journal of Structural and Construction Engineering 83 ( 749 ) 1051 - 1061 2018.7

　More details

Language：English Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.83.1051

Scopus

researchmap
H 形断面梁の横座屈性状に及ぼす上フランジ拘束条件の影響 Reviewed

五十嵐規矩夫, 佐野達彦

日本建築学会構造系論文集 Vol. 83 ( No. 749 ) 1063 - 1073 2018.7

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
隣り合う板要素の幅が異なる薄板軽量形鋼の弾性局部座屈耐力および最大耐力 Reviewed

小橋知季, 五十嵐規矩夫, 清水信孝

日本建築学会構造系論文集 Vol. 83 ( No. 749 ) 1051 - 1061 2018.7

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
ELASTIC BUCKLING STRENGTH OF STEEL PLATES RESTRAINED BY CROSS BRACING Reviewed International journal

Hayato Shimomura, Kikuo Ikarashi

2018.7

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
STABILITY OF FLANGE PLATE ELEMENTS SUBJECTED TO IN-PLANE BENDING Reviewed International journal

Tatsufumi Yabiku, Kikuo Ikarashi

2018.7

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
STRENGTH OF H-SHAPED BEAMS WITH LARGE WEB DEPTH–THICKNESS RATIO UNDER BENDING–SHEAR Reviewed International journal

Yosuke Nakajima, Kikuo Ikarashi

2018.7

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
EFFECT OF BEAM-END-CONDITIONS ON LOCAL BUCKLING BEHAVIOR OF H-SHAPED CROSS-SECTION BEAMS SUBJECTED TO BENDING-SHEAR Reviewed International journal

Toru Inaba, Kosuke Sato, Kikuo Ikarashi

2018.7

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
EVALUATION OF LOCAL BUCKLING STRENGTH ON OCTAGONAL SECTION MEMBERS Reviewed International journal

Tomoki Kobashi, Kikuo Ikarashi, unknown unknown

2018.7

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
上フランジを連続拘束された H 形断面梁の崩壊形式と塑性変形性能 Reviewed

五十嵐規矩夫, 大西佑樹, 佐野達彦

日本建築学会構造系論文集 Vol. 83 ( No. 745 ) 491 - 501 2018.3

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
表裏交差形式でスチフナ補剛された鋼板耐震壁の簡易設計法 Reviewed

安永隼平, 植木卓也, 村上行夫, 小野潤一郎, 木村征也, 大山翔也, 五十嵐規矩夫

日本建築学会構造系論文集 Vol. 83 ( No. 743 ) 191 - 199 2018.1

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Failures and prediction methods of lateral buckling strength of h-shaped beams connected by flush end plates Reviewed

Hiroshi Matsubara, 高橋順一, yoshiharu ikeguchi, KIKUO IKARASHI

Journal of structural and construction engineering Vol. 82 ( No. 740 ) 1675 - 1685 2017.10

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.82.1675

researchmap
The experiment of H-shaped beams with continuous restraint on upper flange Reviewed International journal

Tatsuhiko Sano, Kikuo Ikarashi, Yuki Ohnishi, Daigo Shirai

2017.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Elastic buckling behavior of the surface material in sandwich structure Reviewed International journal

Moe Yamanaka, Kikuo Ikarashi, Toru Inaba

2017.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Elastic buckling strength of light-gauge built-up member from lipped C-section under compression Reviewed International journal

Daimu Takahashi, Kikuo Ikarashi, Tomoki Kobashi

2017.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Local buckling behavior of octagonal hollow cross-section member under axial compression or bending shear Reviewed International journal

Wada Naohiro, Ikarashi Kikuo, Okada Tadayoshi, Kawabata Yosuke

2017.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Evaluation of ultimate strength and plastic deformation capacity of square hollow section members under bending shear Reviewed International journal

Kosuke Sato, Kikuo Ikarashi

2017.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Buckling Mode and Plastic Deformation Capacity of Web-tapered H-shaped Steel Beams under Cyclic Shear Bending Reviewed

KIKUO IKARASHI, Katsuhito Yoshizawa, Ryuta Hasegawa

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 82 ( No. 735 ) 723 - 733 2017.5

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

 Web-tapered tapered H-shaped beams, which have a continuous reduction in section, have been utilized in steel-frame structures for more efficient utilization of structural materials. On the other hand, section stiffness decreases along a beam's axis, and the member stress increases. For this reason, it is more important to investigate the buckling behavior and the progress of the plasticity of a tapered H-shaped beam than that of a uniform H-shaped beam.  In the past, the authors investigated elastic plate buckling strength and lateral torsional buckling strength using an energy method and numerical analysis. An estimation method and formula were proposed in those research studies.  This study examines the inelastic buckling strength and plastic deformation capacity of Web-tapered H-shaped beams with depth tapered through by a cyclic loading test and numerical analysis. Twelve tapered beams and five normal straight beams were tested. The cyclic behavior and collapse mode of these specimens were investigated. In addition, multiple simulations using numerical analyses were carried out. Then, the collapse mode and plastic deformation capacity of the tapered beam were evaluated by using indexes that were determined on the basis of the elastic buckling strength.  First, it is clear that the behavior and collapse mode of tapered beams are changed by the following characteristics: taper gradient, flange plate slenderness, web plate slenderness, and lateral bracing length. The skeleton curves of each specimen are taken from the load-displacement relationships obtained by a cyclic loading test. Using these skeleton curves, the effects of a tapered gradient on the performance of an H-section beam are examined. The value of the plastic deformation capacities of beams collapsed by web plate buckling or lateral torsional buckling are estimated from the eigenvalue of each tapered beam. This means that the plastic deformation capacity increases when the eigenvalue is higher. On the other hand, the values of the plastic deformation capacity of a beam collapsed by flange plate buckling are almost the same without regard to its own eigenvalue. Because the flange plate buckling strength decreases when the tapered gradient is steep, and plastic reason in flange is longer.  Second, the effect of a cyclic load on tapered beams is considered. It is evident that beams with low plate slenderness and large plastic deformation capacity are affected by cyclic loads. That value The plastic deformation capacity of these beams decreases by cyclic loading.  Third, the authors propose a new plate buckling slenderness index (W_Fγ) and lateral buckling slenderness index (γb). These slenderness indexes are obtained from the elastic buckling strength. It is clear that the collapse mode of a tapered beam can be classified using these indexes. In the range of W_Fγ / γ_b > 2.4, the collapse mode is plate local buckling, and in the range of W_Fγ / γ_b < 2.4, the collapse mode is lateral torsional buckling.  Finally, the maximum strengths and plastic deformation capacities of tapered beams are estimated by using the plate buckling slenderness index and lateral buckling slenderness index when the collapse mode of tapered beams is classified by these indexes. The elastic buckling strength of the tapered beams do not decrease as a result of the coupled instability effect between the plate local buckling and lateral torsional buckling. However, the maximum strength and the plastic deformation capacity decrease as a result of these effects.

DOI： 10.3130/aijs.82.723

CiNii Books

researchmap
Local Buckling Strength of Uniformly Compressed Octagonal Thin Walled Section Members Reviewed

Tomoki Kobashi, 中安誠明, unknown unknown, 菅野良一, KIKUO IKARASHI

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 82 ( No. 735 ) 713 - 722 2017.5

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

 Cold-formed steel members are widely applied in columns and other axial members in steel structures. One of the key issues in design of cold formed steel is local buckling strength under axial compression. As a means to avoid premature local buckling, we have paid on attention to the application of octagonal section members. The local buckling behavior of octagonal section members have been investigated by many researchers. However, these studies have focused mainly on regular octagonal sections and do not considered the restraining effect between adjacent plate elements. In this paper, we conducted numerical analysis (Finite Strip Analysis and Finite Element Analysis) and stab column tests, to investigate the elastic buckling strength and post buckling strength of octagonal section members where the adjacent plate elements have different width-thickness ratios.  First, we conducted Finite Strip Analysis to investigate the elastic buckling strength of octagonal section members. Through these numerical analysis, it was found that the octagonal section members generally showed higher strength than that of simply supported plate. These strength increases were depended on the difference of the width-thickness ratio between adjacent plate elements and the change of buckling mode.  Second, we examined the post buckling strength of octagonal section members through a stab-column compression test. We compared the post buckling strength of square section and that of octagonal section, and found that the post buckling strengths of octagonal section members was higher than those of square section members, when they have a same diameter. In addition, it was known that the post buckling strength of octagonal section members could be evaluated by the traditional effective-width method, where simply supported conditions were assumed.  Finally, we investigated the post buckling strength of each plate elements of octagonal section members whose adjacent plate elements have different widths by Finite Element Analysis. The post buckling strength of the plate elements with a large width was higher than of square section member. On the other hand, the post buckling strength of the plate elements with a small width was lower than that of square section member. These increase and decrease were dependent on the restraining effect between adjacent plate elements. Because of this trade-off effect between the adjacent plate elements, the effective width method, which regarded each plate elements as a simply supported plate, gave a good estimation about post buckling strength of the octagonal section members.

DOI： 10.3130/aijs.82.713

CiNii Books

researchmap
Elastic Buckling Strength of Steel Sandwich Panels under Out-of-plane Bending Reviewed

KIKUO IKARASHI, Tooru Inaba

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 82 ( No. 733 ) 475 - 483 2017.3

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

 In a sandwich structure having a thin plate, it is of critical importance to understand the buckling behavior of the surface material. The purpose of this studyis to seek to clarify the elastic buckling strength of steel sandwich panels under out-of-plane bending and evaluate it by simple formula. For this purpose, byextending the previous theory for in-plane compression, the authors propose a theory for the elastic buckling strength of steel sandwich panels underout-of-plane bending. Furthermore, the authors analyze effect of material properties of core and skin, shape of steel sandwich panel on elastic bucklingstrength under out-of-plate bending, and propose simple formula for evaluating it.

DOI： 10.3130/aijs.82.475

CiNii Books

researchmap
Local Buckling Behavior and Evaluation Method for Structural Performance of Square Hollow Section Members under Bending Shear Force Reviewed

Kosuke Sato, KIKUO IKARASHI

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 82 ( No. 731 ) 123 - 133 2017.1

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

 Square hollow section members such as square steel tube members and box section members are commonly used as columns in structural steel buildings. Their structural performance during earthquakes significantly affects the seismic capacities of the buildings. The square hollow section members used as columns are subjected to bending shear force during earthquakes. Local buckling determines their large deformation behavior, except for fracture. Therefore, it is necessary to investigate the large deformation behavior of the members under bending shear force governed by local buckling for an accurate evaluation of the seismic capacities of the buildings. Although numerous studies have been conducted on the local buckling of the members under bending shear force, the local buckling determinant is not sufficiently understood. Various factors affect the large deformation behavior of the members. The effect of member shapes and loading conditions and the effect of material and geometric imperfections on the large deformation behavior under bending shear force have not been sufficiently investigated. Consequently, the ultimate strength and plastic deformation capacity of the members under bending shear force have not been systematically evaluated as a function of member shapes and loading conditions.  Given this background, this study aimed to investigate the large deformation behavior of the square hollow section members under bending shear force governed by local buckling and evaluate the ultimate strength and plastic deformation capacity as a function of member shapes and loading conditions.  First, for the evaluation of the ultimate strength and plastic deformation capacity of the members, the elastic local buckling strength under bending shear force was shown. A new normalized width-thickness ratio S_H based on the elastic local buckling strength and full plastic strength was proposed.  Then, after understanding the elastic local buckling behavior purely determined by member shapes and loading conditions, the large deformation behavior of the members under monotonic bending shear force was examined using numerical analysis and structural testing. The effect of initial imperfections and the effect of loading conditions on the large deformation behavior were shown. The ultimate strength and plastic deformation capacity were evaluated using the normalized width-thickness ratio S_H based on the elastic local buckling strength. The evaluation expressions derived from this study enable the reasonable prediction of the ultimate strength and plastic deformation capacity under bending shear force as a function of member shapes and loading conditions.  Finally, after examining the large deformation behavior under monotonic bending shear force, the large deformation behavior of the members under cyclic bending shear force was examined using structural testing. Cyclic loading decreases the plastic deformation capacity under bending shear force. However, most of the ultimate strength and plastic deformation capacity under cyclic bending shear force can be evaluated using the evaluation expressions derived from this study. The expressions were derived via the conservative analysis where initial deflections by buckling mode were used as the most unfavorable initial imperfections.

DOI： 10.3130/aijs.82.123

CiNii Books

researchmap
Effect of Imperfection on Local Buckling Behavior of Square Hollow Section Stub Column Reviewed International journal

Kosuke Sato, Kikuo Ikarashi

Eighth International Conference on Steel and Aluminum Structures 2016.12

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Local Buckling Strength of Octagon Tubular Steel Member Reviewed International journal

Tomoki Kobashi, Kikuo Ikarashi, Ryoichi Kanno, Nariaki Nakayasu, Nobutaka Shimizu

Proceedings of 7th International Conference on Coupled Instabilities in Metal Structures 2016.11

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Elastic buckling characteristic of L-shaped beam-column connection panels for H-section members Reviewed International journal

Utsuki Yuichi, Kikuo Ikarashi

Insights and innovations in Structural Engineering, Mechanics and Computation, 2016.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
EFFECT OF INITIAL IMPERFECTION ON LOCAL BUCKLING BEHAVIOR OF SQUARE HOLLOW SECTION MEMBER Reviewed

Kosuke SATO, Kikuo IKARASHI

J. Struct. Constr. Eng. AIJ Vol. 81 ( No. 723 ) 893 - 903 2016.5

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.81.893

researchmap
H形断面柱梁L型接合部パネルの弾性座屈性状 Reviewed

五十嵐規矩夫, 宇津木優一

鋼構造年次論文報告集 Vol. 23 241 - 247 2015.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Elastic Buckling Strength of H-shaped Tapered Beam-columns under Axial and Bending Shear Force Reviewed

Kikuo Ikarashi, Ryuta Hasegawa

J. Struct. Constr. Eng. AIJ Vol. 80 ( No. 716 ) 1599 - 1609 2015.10

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

Tapered H-shaped beam-columns have been used in steel frame structures from the perspective of reduction of the weight of steel frame and improvement of economy. On the other hand, section stiffness of tapered beam-columns is weaker and stress within tapered beam-columns is greater than uniform beam-columns. For this reason, it is important to grasp elastic buckling behavior of tapered beam-columns. This study targets H-shaped beam-columns with web depth tapered under axial and bending shear force, and is intended to reveal elastic local and overall buckling behavior. First, stress distribution within tapered beam-columns is cleared, and elastic buckling strength is derived by theoretical analysis with energy method using the stress distribution. Based on the analysis result, evaluation method of elastic buckling strength of H-shaped tapered beam-columns is proposed.

DOI： 10.3130/aijs.80.1599

CiNii Books

researchmap

Other Link： https://jlc.jst.go.jp/DN/JLC/20017326627?from=CiNii
EFFECT OF END STIFFENER REINFORCEMENT ON LATERAL TORSIONAL BUCKLING BEHAVIOR OF H-SHAPED BEAMS WITH LARGE DEPTH–THICKNESS RATIO Reviewed International journal

Daiki KUBOTA, Kikuo IKARASHI

1 - 9 2015.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Elastic Buckling Characteristics of Corrugated Tank under Fundamental Load Reviewed International journal

Yoshifumi YOKOYAMA, Kikuo IKARASHI

1 - 9 2015.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
EFFECT OF NEUTRAL-AXIS POSITION ON THE ELASTIC BUCKLING CHARACTERISTICS OF CONTINUOUS COMPOSITE BEAMS Reviewed International journal

Daigo SHIRAI, Kikuo IKARASHI

1 - 9 2015.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Effect of Imperfection on Behavior of Square Hollow Section Member Reviewed International journal

Kosuke Sato, KIKUO IKARASHI

Proceedings 1–9 2015.7

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Evaluation Method of Ultimate Strength and Plastic Deformation Capacity of H-Shaped Steel Beam-Columns Reviewed

Kikuo Ikarashi, Ryuta Hasegawa

Vol. 61B 209 - 216 2015.3

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Large Deformation Behavior and Collapse Mode of Rectangular Corrugated Steel Walls Reviewed

Kikuo Ikarashi, Jun Okamoto, Keiichi Sato

J. Struct. Constr. Eng. Vol. 80 ( No. 710 ) 693 - 701 2015.3

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.80.693

Scopus

researchmap
Elastic Buckling Characteristics and Optimum Rigidity of Stiffened Plate under Bending and Share Stress Reviewed

Kikuo IKARASHI, Yoshihiro YANAGISHITA

J. Struct. Constr. Eng. Vol. 80 ( No. 708 ) 321 - 331 2015.2

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.80.321

researchmap
Elastic Buckling Strength of H-shaped Beams with Continuous Complete Restraint on Upper Flange Reviewed

Kikuo IKARASHI, Yuki OHNISHI

J. Struct. Constr. Eng. , AIJ Vol. 79 ( No. 706 ) 1899 - 1908 2014.12

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.79.1899

researchmap
Evaluation of Coupled Local Buckling Strength of Square Hollow Section Member under Biaxial Bending Shear Force and Axial Force Reviewed

Kosuke Sato, KIKUO IKARASHI

Journal of Structural and Construction Engineering Vol. 79 ( No. 706 ) 1909 - 1918 2014.12

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.79.1909

researchmap
Effect of End Stiffeners on Lateral Buckling Behavior of H-shaped Beams Reviewed

Kikuo IKARASHI, Daiki KUBOTA

Vol. 22 632 - 637 2014.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Elastic Buckling Characteristics of Corrugaed Tank under Fundamental Loading Conditions Reviewed

Kikuo IKARASHI, Yoshifumi YOKOYAMA

Vol. 22 728 - 733 2014.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Analytical Study on Vibrational Characteristics of Out-of-plane Behavior of Large-scale Partition walls with intermediate sub beams Reviewed

Takushi ISHIDA, Tadashi ISHIHARA, Morimasa WATAKABE, Masahiro SUZUKI, Kikuo IKARASHI

Vol. 22 328 - 333 2014.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Effect of Position of Neutral Axis to Elastic Buckling Characteristics on H-shaped beam Reviewed

Kikuo IKARASHI, Daigo SHIRAI

Vol. 22 638 - 643 2014.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Plastic Deformation Capacity of H-shaped Beams Reinforced by End Stiffeners Reviewed

KIkuo IKARASHI, Satoshi MIYAZAKI, Yasuo ICHINOHE, Kohji FUKUDA, Junichiro ONO, Seiya KIMURA

J. Struct. Constr. Eng., AIJ Vol. 79 ( No. 705 ) 1667 - 1675 2014.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.79.1667

researchmap
Elastic Local Buckling Strength of Stiffened Plate under Bending Shear Stress Reviewed International journal

Yoshihiro YANAGISHITA, Kikuo IKARASHI

IABSE Symposium Madrid 2014 Report Vol. 102 239 - 245 2014.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

DOI： 10.2749/222137814814027611

researchmap
Strength and Plastic Deformation Capacity of H-shaped Beam-columns Reviewed International journal

Ryuta HASEGAWA, Kikuo IKARASHI

IABSE Symposium Madrid 2014 Report Vol. 102 579 - 585 2014.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

DOI： 10.2749/222137814814028223

researchmap
Evaluation of Local Buckling Strength of Square Hollow Section Member Reviewed International journal

Kosuke Sato, KIKUO IKARASHI

IABSE Symposium Madrid 2014 Report Vol. 102 223 - 230 2014.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

DOI： 10.2749/222137814814027657

researchmap
Effect of Initial Imperfection on Large Deformation Behavior of Cold-Formed Square Steel Tube Member Reviewed

Kosuke Sato, KIKUO IKARASHI

Journal of Structural Engineering Vol. 60B 327 - 334 2014.3

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Evaluation Method of Ultimate Strength and Plastic Deformation Capacity of H-shaped Steel Columns Reviewed

kikuo IKARASHI, Ryuta HASEGAWA

Proceeding of Constructional Steel Vol. 21 333 - 338 2013.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Derivation of coupled Local Buckling Strength of Square Hollow Section Member Reviewed

Kosuke SATO, Kikuo IKARASHI

Proceeding of Constructional Steel Vol. 21 327 - 332 2013.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Strong motion observation on a warehouse with large-scale partition walls Reviewed

Tdashi ISHIHARA, Morimasa WATAKABE, Takashi HASEGAWA, Kikuo IKARASHI, Takushi ISHIDA

Proceeding of Constructional Steel Vol. 21 725 - 730 2013.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
端部スチフナ補剛を施したH形断面梁の繰返し挙動

宮崎曉, 柳下義博, 五十嵐規矩夫, 一戸康生, 福田浩司, 常木康弘

日本建築学会大会学術講演梗概集，構造Ⅲ 1149 - 1150 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
二軸曲げせん断力と軸力を受ける正方形中空断面部材の連成局部座屈耐力の導出

佐藤公亮, 五十嵐規矩夫

日本建築学会大会学術講演梗概集，構造Ⅲ 1235 - 1236 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
ウェブ幅厚比が大きい梁に適用する梁端ウェブ補剛に関する研究その２梁の破壊モードに関する検討

安藤顕祐, 常木康弘, 木村征也, 小野潤一郎, 一戸康生, 福田浩司, 北岡聡, 鈴木至, 五十嵐規矩夫

日本建築学会大会学術講演梗概集，構造Ⅲ 1155 - 1156 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
ウェブ幅厚比が大きい梁に適用する梁端ウェブ補剛に関する研究その３スチフナの溶接施工試験

鈴木至, 一戸康生, 福田浩司, 北岡聡, 常木康弘, 小野潤一郎, 木村征也, 安藤顕祐, 五十嵐規矩夫

日本建築学会大会学術講演梗概集，構造Ⅲ 1157 - 1158 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
不均等曲げせん断力を受ける補剛板の弾性座屈耐力

柳下義博, 五十嵐規矩夫, 宮崎曉, 一戸康生, 福田浩司, 常木康弘

日本建築学会大会学術講演梗概集，構造Ⅲ 1151 - 1152 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
上フランジを連続拘束されたH形断面梁の弾性横座屈耐力

大西佑樹, 五十嵐規矩夫

日本建築学会大会学術講演梗概集，構造Ⅲ 1101 - 1102 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
矩形形状を有する波形鋼板のせん断座屈耐力及び座屈形式

岡本純, 五十嵐規矩夫, 佐藤圭一

日本建築学会大会学術講演梗概集，構造Ⅲ 861 - 862 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
新規幅厚比指標によるH形断面柱の局部座屈耐力及び塑性変形能力評価その１ H形断面柱の局部座屈耐力と塑性変形能力

長谷川龍太, 五十嵐規矩夫

日本建築学会大会学術講演梗概集，構造Ⅲ 1217 - 1218 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
ウェブ幅厚比が大きい梁に適用する梁端ウェブ補剛に関する研究その１梁端ウェブの補剛形式

小野潤一郎, 常木康弘, 木村征也, 安藤顕祐, 一戸康生, 福田浩司, 北岡聡, 鈴木至, 五十嵐規矩夫

日本建築学会大会学術講演梗概集，構造Ⅲ 1153 - 1154 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
せん断曲げを受けるH形断面テーパー梁の座屈耐力と塑性変形性能その１弾性座屈耐力評価

吉澤克仁, 五十嵐規矩夫

日本建築学会大会学術講演梗概集，構造Ⅲ 1139 - 1140 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
ウェブ幅厚比が大きい梁に適用する梁端ウェブ補剛に関する研究その４実大H形鋼による変形能力の確認

北岡聡, 一戸康生, 福田浩司, 鈴木至, 常木康弘, 小野潤一郎, 木村征也, 安藤顕祐, 五十嵐規矩夫

日本建築学会大会学術講演梗概集，構造Ⅲ 1159 - 1160 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
製造加工による初期不整が冷間成形角形鋼管部材の大変形挙動に与える影響

杉山卓秀, 五十嵐規矩夫, 佐藤公亮

日本建築学会大会学術講演梗概集，構造Ⅲ 1237 - 1238 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
新規幅厚比指標によるH形断面柱の局部座屈耐力及び塑性変形能力評価その２新規幅厚比指標による軸力を考慮した部材性能評価

五十嵐規矩夫, 長谷川龍太

日本建築学会大会学術講演梗概集，構造Ⅲ 1219 - 1220 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
曲げせん断力を受けるH形断面梁の局部座屈性状に及ぼす梁端部形式の影響

稲葉澄, 五十嵐規矩夫

日本建築学会大会学術講演梗概集，構造Ⅲ 1145 - 1146 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Elastic Lateral Buckling Strength of Taperd H-Shaped Beam under Shear Bending Reviewed

Kikuo Ikarashi, Katsuhito Yoshizawa

Jornal of Structural and Construction Engineering Vol. 78 ( No. 690 ) 1493 - 1501 2013.8

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.78.1493

researchmap
せん断曲げを受けるH形断面テーパー梁の座屈耐力と塑性変形性能その2 崩壊形式と塑性変形能力評価

今井卓司, 五十嵐規矩夫, 吉澤克仁

日本建築学会大会学術講演梗概集，構造Ⅲ 1141 - 1142 2013.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Stress Distribution and Elastic Local Buckling Strength of Tapered H-shaped Beam under Shear Bending Reviewed

Kikuo Ikarashi, Katsuhito Yoshizawa

journal of Structural and Construction Engineering Vol. 78 ( No. 688 ) 1139 - 1148 2013.6

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.78.1139

researchmap
Elastic Local Buckling Strength of Rectangular Hollow Section Column under Biaxial Bending Share International journal

Kikuo Ikarashi, Kosuke Sato, Tao Wang

10CUEE Conference Proceedings 863 - 868 2013.3

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Cyclic Behavior of Corrugated Steel Shear Diaphragms with End Failure Reviewed International journal

Nobutaka Shimizu, Ryoichi Kanno, Kikuo Ikarashi, Keiichi Sato, Koji Hanya

Jornal of Structural Engineering, ASCE Volume 139 ( Number 5 ) 796 - 806 2013

　More details

Language：English Publishing type：Research paper (scientific journal)

DOI： 10.1061/(ASCE)ST.1943-541X.0000669

Web of Science

researchmap
Plastic Deformation Capacity of Corrugated Web Beam under Shear Bending Reviewed International journal

Jun Okamoto, Kikuo Ikarashi, Keisuke Kozaka, Yasunori Nakamura

Proceeding of the 6th International Conference on Coupled Instabilities in Metal Structures 135 - 142 2012.12

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Buckling Mode of Steel Sandwich Panel under Shear Stress Reviewed International journal

Satoshi Miyazaki, Kikuo Ikarashi, Keisuke Kozaka, Nobutaka Shimizu

Proceeding of the 6th International Conference on Coupled Instabilities in Metal Structures 595 - 602 2012.12

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Elastic Buckling Behavior of H-Shaped Beams with Continuous Restraint on Upper Flange Reviewed International journal

Yuki Ohnishi, Kikuo Ikarashi

Proceeding of the 6th International Conference on Coupled Instabilities in Metal Structures 231 - 238 2012.12

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Buckling Strength Evaluation of Steel Sandwich Panel under Shear Stress Reviewed

Kikuo IKARASHI, Satoshi MIYAZAKI, Nobutaka SHIMIZU

Proceeding of Constructional Steel Vol. 20 71 - 76 2012.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Local Buckling Behavior and Performance Evaluation of Corrugated Web Stub Column under Pure Compression Reviewed

Kikuo IKARASHI, Jun OKAMOTO, Yasunori NAKAMURA

Proceeding of Constructional Steel Vol. 20 723 - 728 2012.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Cyclic Biaxial Bending Behavior and Width-thickness Ratio Limitation of Cold-formed Rectangular Hollow Section Member Reviewed

Kikuo IKARASHI, Kosuke SATO

Proceeding of Constructional Steel Vol. 20 711 - 716 2012.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Elastic Buckling Behavior of H-Shaped Beams with Continuous Restraint on Upper Flange Reviewed

Kikuo Ikarashi, Yuki OHNISHI

Proceeding of Constructional Steel Vol. 20 717 - 722 2012.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
ELASTIC LOCAL BUCKLING STRENGTH AND WIDTH-THICKNESS RATIO OF RECTANGULAR HOLLOW SECTION COLUMN UNDER BIAXIAL BENDING Reviewed International journal

Kosuke Sato, Kikuo Ikarashi, Tao Wang

Nordic Steel Construction Conference 2012 157 - 166 2012.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
COUPLED BUCKLING BEHAVIOR AND PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS UNDER CYCLIC BENDING SHEAR Reviewed

Kikuo IKARASHI, Ryota SUEKUNI, Nobyuki TOMO

Jornal of Structural and Construction Engineering Vol. 77 ( No. 678 ) 1319 - 1328 2012.8

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.77.1319

researchmap
Elastic Local Buckling Strength of Taperd H-shaped Cantilever Beams Reviewed International journal

Katsuhito Yoshizawa, Kikuo Ikarashi

Applied Mechanics and Materials Vol. 166-169 1033 - 1039 2012.6

　More details

Language：English Publishing type：Research paper (international conference proceedings) Publisher：Trans Tech Publications

DOI： 10.4028/www.scientific.net/AMM.166-169.1033

researchmap
Cyclic Behavior of High Strength Steel H-shaped Beam Reviewed International journal

Takuma Shinohara, Ryota Suekuni, Kikuo Ikarashi

Applied Mechanics and Materials Vol. 174-177 159 - 165 2012.6

　More details

Language：English Publishing type：Research paper (international conference proceedings) Publisher：Trans Tech Publications

DOI： 10.4028/www.scientific.net/AMM.174-177.159

researchmap
ALLOWABLE STRENGTH AND CYCLIC CHARACTERISTIC CONSIDERING OF STRESS CONCENTRATION OF PERFORATED BEAM MADE OF HIGH STRENGTH STEEL Reviewed

Kikuo IKARASHI, Tadashi ISHIHARA, Fumihiko IGURO

Journal of Structural and Construction Engineering (Transactions of AIJ) Vol. 77 ( No. 675 ) 755 - 763 2012.5

　More details

Language：Japanese Publishing type：Research paper (scientific journal) Publisher：Architectural Institute of Japan

This study researches how stress concentration has an effect on cyclic behavior of H-shaped beam with web perforation made of high strength steel “H-SA700”. It is examined and compared with the same shaped beam made of “SN400” by cyclic loading tests. Cyclic elastic deformation of H-SA700 increases even under constant-amplitude cyclic loading. This property may amplify the local plasticity near a circular hole. So new yield strength, Q_c and Q_F, by means of elastic theory of stress concentration, are suggested. Q_c is a minimum strength when somewehre in a hole edge will be plastic. Similarly Q_F is a minimum strength in a minimum section. In addition large deformation behavior of H-SA700 is shown.

DOI： 10.3130/aijs.77.755

researchmap
Stress separation concept for plate buckling strength under flexural-shear and axial force Reviewed International journal

Takuya Suzuki, Kikuo Ikarashi

Journal of Constructional Steel Research 70 ( No. 70 ) 317 - 325 2012.3

　More details

Language：English Publishing type：Research paper (scientific journal)

DOI： 10.1016/j.jcsr.2011.10.003

Web of Science

researchmap
EVALUATION OF PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS WITH THE NEWLY LIMITATION VALUE OF PLATE SLENDERNESS Reviewed International journal

Kikuo Ikarashi, Tao Wang, Ryota Suekuni, Takuma Shinohara

JOINT CONFERENCE PROCEEDINGS 9th International Conference on Urban Earthquake Engineering/ 4th Asia Conference on Earthquake Engineering 1009 - 1014 2012.3

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Evaluation of plastic deformation capacity of H-shaped steel beams with new value of plate slenderness Reviewed International journal

K. Ikarashi, R. Suekuni, T. Shinohara, T. Wang

Behaviour of Steel Structures in Seismic Areas 599 - 606 2012.1

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
EFFECTS OF BOUNDARY CONDITIONS AND END MOMENT RATIO ON ELASTIC LATERAL BUCKLING STRENGTH OF H-SHAPED BEAMS Reviewed

Kikuo IKARASHI, Nobuyuki TOMO, Tao WANG

Jornal of Structural and Construction Engineering Vol. 76 ( No. 670 ) 2173 - 2181 2011.12

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.76.2173

Scopus

researchmap
Post Local Buckling Behavior and Ultimate Capacity of H–section Beam Reviewed International journal

Tao Wang, Kikuo Ikarashi

Journal of Asian Architecture and Building Engineering Vol. 10 ( No. 2 ) 429 - 436 2011.11

　More details

Language：English Publishing type：Research paper (scientific journal)

DOI： 10.3130/jaabe.10.429

Web of Science

researchmap
A New Evaluation Value of Plastic Deformation Capacity of H-shaped Beams Reviewed

Kikuo Ikarash, Takuma Shinohara, Tao WANGi, Ryota Sekuni

Proceeding of Constructional Steel Vol. 19 247 - 252 2011.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Elastic Plate Local Buckling Strength of Tapered H-shaped Beam Reviewed

Kikuo Ikarash, Katsuhito Yoshizawa

Proceeding of Constructional Steel Vol. 19 261 - 266 2011.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Elastic Local Buckling Strength and Limiting Width-Thickness Ratio of Rectangular Hollow Section Column under Biaxial Bending Reviewed

Kikuo Ikarash, Tao Wang, Kosuke Sato

Proceeding of Constructional Steel Vol. 19 697 - 704 2011.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Any Factor of Evaluation of Lateral Buckling Strength of H-shaped Steel Beams Reviewed

KIKUO IKARASHI, Nobuyuki Tomo, NA

Proceeding of Constructional Steel Vol. 19 221 - 228 2011.11

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

researchmap
Evaluation of Plastic Deformation Capacity of H-shaped Steel Beams with the Newly Proposed Limitation Value of Plate Slenderness Reviewed

Kikuo Ikarashi, Ryota Sekuni, Takuma Shinohara, Tao WANG

Jornal of Structural and Construction Engineering Vol. 76 ( No. 668 ) 1865 - 1872 2011.10

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.76.1865

Scopus

researchmap
Elastic Plate Local Buckling Strength of taperd H-Shaped Beam

Yoshizawa katsuhito, Ikarashi kikuo

619 - 620 2011.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Coupled Buckling Behavior and Plastic Deformation capacity of H-Shaped Beams under Bending Shear Part 1 Experimental results of Cyclic Loading

Ikarashi kikuo, Suekuni Ryota, Wang Tao

629 - 630 2011.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Shear Bending Behavior of Corrugated Web Girder Part 1 Experiment

Nakamura yasunori, Ikarashi kikuo, Kozaka Keisuke

651 - 652 2011.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Elastic Loacal Buckling Strength of Rectangular Hollow Section Column under Bixial Bending

Sato Kosuke, Ikarashi kikuo, Wang Tao

679 - 680 2011.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Effective Length Factor and Moment Modification Factor of Evaliation of Lateral Buckling Strength of H-Shaped Steel Beams

Tomo Nobuyuki, Ikarashi kikuo, Wang Tao, Suekuni Ryota

625 - 626 2011.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
A New Evaluation Value of Plastic Deformation Capacity of H-shaped Beams

Shinohara takuma, Ikarashi kikuo, Wan Tao, Suekuni Ryota

627 - 628 2011.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Shear Bending Behavior of Corrugated Web Girder Part 2 Performance Evaluation

Kozaka Keisuke, Ikarashi kikuo, Nakamura yasunori

653 - 654 2011.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Coupled Buckling Behavior and Plastic Deformation capacity of H-Shaped Beams under Bending Shear Part 2 Proposal of New Indicator of Performance Evaluation

Suekuni Ryota, Ikarashi kikuo, Wang Tao

631 - 632 2011.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
End Failure in Corrugated Steel Shear Diaphrams Part 4 Study on Applicability of End Failure Mode for Thin-walled Structure

Sato Keiichi, Shimizu Nobutaka, Tanaka Hiroshi, Kawai Yshimichi, Okada Tadayoshi, Ikarashi Kikuo

923 - 924 2011.8

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Evaluation of Single Buckling and Coupled Buckling Load of Columns in Braced Frame Reviewed

Tao Wang, Kikuo Ikarashi

Journal of Structural and Construction Engineering Vol. 76 ( No. 661 ) 675 - 684 2011.3

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.76.675

Scopus

researchmap
Buckling Characteristics of Sandwich Panel Subjected to In-plane Compression Reviewed

kikuo IKARASHI, Keisuke KOSAKA Masanori FUJITA, 藤田正則

Proceedings of Constructional Steel Vol. 18 231 - 236 2010.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Cyclic Behavior of Plates with a Circular Hole made of High Strength Steel Reviewed

Kikuo IKARASHI, Tadashi ISHIHARA, Fumihiko IGURO

Proceedings of Constructional Steel Vol. 18 225 - 230 2010.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
STRENGTH ESTIMATION OF END FAILURES IN CORRUGATED STEEL SHEAR DIAPHRAGMS Reviewed International journal

Nobutaka Shimizu, Kikuo Ikarashi

International Colloquium Stability and Ductility of Steel Structures, Proceedings of SDSS' Rio 2010 Vol. 2 1043 - 1050 2010.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

Scopus

researchmap
ELASTO-PLASTIC DEFORMATION BEHAVIOR OF CORRUGATED STEEL DIAPHRAGM UNDER CYCLIC SHEAR LOAD Reviewed

Nobutaka SHIMIZU, Tadayoshi OKADA, Kikuo IKARASHI

JORNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING Vol. 75 ( No. 655 ) 1745 - 1754 2010.9

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.75.1745

Scopus

researchmap
ELASTO-PLASTIC BUCKLING BEHAVIOR OF H-SHAPED BEAM WITH LARGE DEPTH-THICKNESS RATIO UNDER CYCLIC LOADING Reviewed International journal

Tao WANG, Kikuo IKARASHI

International Colloquium Stability and Ductility of Steel Structures, Proceedings of SDSS' Rio 2010 Vol. 1 377 - 384 2010.9

　More details

Language：English Publishing type：Research paper (international conference proceedings)

Scopus

researchmap
A Study on Post Shear Buckling Behavior in Corrugated Steel Plate Reviewed

Nobutaka SHIMIZU, Tadayoshi OKADA, Kikuo IKARASHI

Journal of Structural and Construction Engineering Vol. 75 ( No. 651 ) 1013 - 1020 2010.5

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijs.75.1013

Scopus

researchmap
CYCLIC BEHAVIOR AND COLLAPSE MODE OF HIGH STRENGTH STEEL H-SECTION BEAMS International journal

Kikuo Ikarashi, Ryota Suekuni, Tao Wang

JOINT CONFERENCE PROCEEDINGS 7th International Conference on Urban Earthquake Engineering (7CUEE) & 5th International Conference on Earthquake Engineering (5ICEE) 925 - 930 2010.3

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Hysteretic Behavior of Thin Web Plate under Cyclic Bending-Shear Loading International journal

Kikuo Ikarashi

Sixth International Conference on Urban Earthquake Engineering Vol. 6 687 - 691 2009.3

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Coupled Buckling Strength of H-Shaped Beams under Bending- Shear Reviewed International journal

Tao Wang, kikuo Ikarashi

Fifth International Conference on Coupled Instabilities in Metal Structures Vol. 1 341 - 348 2008.6

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Elastic Buckling Strength of Rectangular Corrugate Plates under Shear Loading Reviewed International journal

Kikuo Ikarashi, Masashi Fujisawa, Lu Huafeng

Fifth International Conference on Coupled Instabilities in Metal Structures Vol. 1 317 - 324 2008.6

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Evaluation of Elastic Local Buckling Strength of H-Shaped Beam under Bending-Shear International journal

Tao Wang, kikuo Ikarashi

Fifth International Conference on Thin-Walled Structures Vol. 2 1089 - 1096 2008.6

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Hysteretic Characteristic of Thin Web Plate under Cyclic Bending-Shear Loading International journal

kikuo Ikarashi

Fifth International Conference on Thin-Walled Structures Vol. 2 663 - 670 2008.6

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
Effect on the Position of Neutral Axis to Elastic Buckling Strength of Plates under Bending Shear Reviewed

Kikuo IKARASHI, Toshiaki OTABE

Journal of Structural Engineering Vol. 54B 665~670 2008.3

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
薄板鉄鋼材料を用いた鋼構造建築物の可能性の探求と開発第３期２１世紀鋼構造フォーラムの中間報告

富岡義人, 五十嵐規矩夫, 河野守, 石原直, 穂苅實, 作本好文, 清水信孝, 藤田政則, 石丸亮, 太田克也, 大隅康令, 大室彰男, 渡邊力

独立行政法人建築研究所，社団法人日本鉄鋼連盟，社団法人日本鋼構造協会 19 - 24 2006.11

　More details

Language：Japanese Publishing type：Research paper (conference, symposium, etc.)

researchmap
Post-buckling behavior of thin web plate under cyclic shear loading International journal

T.Tomizawa, M.Shimizu, K.Ikarashi

STESSA 2006 Behaviour of Steel Structures in Seisemic Areas 271 - 276 2006.8

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
A STUDY ON SHARE FORCE TRANSMISSION MECHANISM OF H-SHAPED STEEL BEAMS WITH WEB-OPENING International journal

K. Ikarashi, T. Suzuki

7th International Conference on STEEL & SPACE STRUCTURES 275 - 282 2002

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
A Fundamental Study on the Effect of Binding Section in Tensional Properties of Steel

SETO Kohei, SUZUKI Toshiro, IKARASHI Kikuo, KANEKO Hirofumi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 2000 ) 407 - 408 2000.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Influence of Shear Stress on Plate Coupled Instbility and Plastic Deformation Capacity of H-shaped Steel Beams International journal

Kikuo Ikarashi, Junko Yamazaki

Coupled Instabilities in Metal Structures CIMS'2000 563 - 570 2000

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
A Study on Statical Characteristics of Concrete-Filled Circular Tubular Branch Joints : Part 2 Evaluation of Strength Cosidered Stress Condition in Branch Joint

KASHIMURA Toshiya, SUZUKI Toshiro, IKARASHI Kikuo, KANEKO Hirofumi, HIGUCHI Mitsuru, HIRADE Tohru, KIKUCHI Takeshi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1999 ) 701 - 702 1999.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Capacity of H-shaped High Strength Steel Beams connected to Box Column : Part3. Effect of Beams Section Form on Plastic Deformation Capacity

TAMURA Kinya, SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi, NAKAZAWA Satoshi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1999 ) 505 - 506 1999.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Structural Properties of Truss Beams with Shear Panels : Part 2 Effect of Shear Panels on Structural Properties

IMAI Ichiro, SUZUKI Toshiro, IKARASHI Kikuo, ISHIHARA Tadashi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1999 ) 429 - 430 1999.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Structural Properties of Truss Beams with Shear Panels : Part 3 Truss Beams under Cyclic Loading

IKARASHI Kikuo, SUZUKI Toshiro, IMAI Ichiro, ISHIHARA Tadashi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1999 ) 431 - 432 1999.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Lateral Buckling Behavior of H-shaped Beams with Bracing on Tensile Flange

ONISHI Ko, SUZUKI Toshiro, IKARASHI Kikuo, SUZUKI Ritsu

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1999 ) 423 - 424 1999.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Structural Properties of Truss Beams with Shear Panels : Part 1 Experiment Outline and Primary Structural Properties

ISHII Hideaki, SUZUKI Toshiro, IKARASHI Kikuo, IMAI Ichiro, ISHIHARA Tadashi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1999 ) 427 - 428 1999.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Estimate for Plastic Deformation Capacity of Steel Members Reflected Meterial Properties

SATSUKAWA Keiichi, SUZUKI Toshiro, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1999 ) 413 - 414 1999.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Statical Characteristics of Concrete-Filled Circular Tubular Branch Joints : Part 1 Influence of Form in Branch Joint

NAKAZAWA Tetsuya, SUZUKI Toshiro, IKARASHI Kikuo, KANEKO Hirofumi, HIGUCHI Mitsuru, HIRADE Tohru, KIKUCHI Takeshi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1999 ) 699 - 700 1999.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Behavior of Branch Joint of Steel Truss : Part2 Influence of Diameter Ratio, Radius Thickness Ratio and Axial Force for Concrete Filled Type

KIKUCHI Takeshi, SUZUKI Toshiro, IKARASHI Kikuo, KANEKO Hirofumi, HIGUCHI Mitsuru, HIRADE Tohru, LEE Seidai

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1998 ) 715 - 716 1998.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Study on stiffness and bending strenght of Cross-H shaped Steel-Concrete without covering concrete : Part2 SC column without concrete in the midspan

MIYASHITA Shin-ichi, SUZUKI Toshiro, IGARASHI Kikuo, HORI Yasuhiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1998 ) 1055 - 1056 1998.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Study on stiffness and bending strength of Cross-H shaped steel-Concrete without covering concrete : Part1 Influence of the place of stiffener

HORI Yasuhiro, SUZUKI Toshro, IGARASHI Kikuo, MIYASHITA Shin-ichi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1998 ) 1053 - 1054 1998.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
The Influence of Material Properties on The Plastic Deformation Capacity of Steel Members : Part 2 Sampling Method of Factor to Estimate of Plastic Deformation Capacity and Estimate of Plastic Deformation Capacity

SATSUKAWA Keiichi, SUZUKI Toshiro, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1998 ) 613 - 614 1998.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Behavior of Branch Joint of Steel Pipe Truss : (Part1.)Effect of Concrete Filled in Main Pipe

NAKAZAWA Tetsuya, SUZUKI Toshiro, IKARASHI Kikuo, KANEKO Hirofumi, HIGUCHI Mitsuru, HIRADE Tohru, LEE Seidai

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1998 ) 713 - 714 1998.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Capacity of 590N/mm^2 High Strength Steel Beams with Large Depth-thickness Ratio : part2 Evaluation of Plastic Deformation Capacity and Effect of the Material Property on the Plastic Deformation Capacity

ISHII Hideaki, SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi, KOGURE Kosuke

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1998 ) 607 - 608 1998.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
The Influence of Material Properties on The Plastic Deformation Capacity of Steel Members : Part 1 Investgation of Material Properties in Plastic Region

IKARASHI Kikuo, SUZUKI Toshiro, SATSUKAWA Keiichi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1998 ) 611 - 612 1998.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Influence of Shear Stress on Local Buckling Behavior and Plastic Deformation Capacity of H-shaped Steel Beams

YAMAZAKI Junko, SUZUKI Toshiro, IKARASHI Kikuo, SUEOKA Toshiyuki

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1998 ) 603 - 604 1998.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Capacity of 590N/mm^2 High Strength Steel Beams with Large Depth-thickness Ratio : part1 Properties of Local Buckling

SUZUKI Ritsu, SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi, KOGURE Kosuke

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1998 ) 605 - 606 1998.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Capacity of H-Shaped High Strength Steel Beams connected to Box Column : Part1. An outline of Experiment And Collapse Forms

AZUMA Takeshi, SUZUKI Toshiro, IKARASHI Kikuo, YOSHINARI Yutaka

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1998 ) 369 - 370 1998.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Capacity of H-Shaped High Strength Steel Beams connected to Box Column : Part2. Effect of Plate Thickness on Plastic Deformation Capacity

NAKAZAWA Satoshi, SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi, YOSHINARI Yutaka

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 1998 ) 371 - 372 1998.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
EVALUATION OF THE PLASTIC DEFORMATION CAPACITY MODIFIED BY THE EFFECT OF DUCTILE FRACTURE International journal

Toshiro Suzuki, Toshiyuki Ogawa, Kikuo Ikarashi

Behavior of Steel Structrures in Seismic Areas 327 - 333 1997

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
A STUDY ON PLASTIC DEFORMATION CAPACITY OF H-SHAPED HYBRID BEAM-COLUMNS International journal

TOSHIRO SUZUKI, TOSHIYUKI OGAWA AND KIKUO IKARASHI

COUPLED INSTABILITIES IN METAL STRUCTURES CIMS'96 301 - 308 1996

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID H-SHAPED SHORT. COLUMN

鈴木敏郎, 小河利行, 五十嵐規矩夫

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 438 ) 147 - 155 1992

　More details

Language：Japanese Publishing type：Research paper (scientific journal)

DOI： 10.3130/aijsx.438.0_147

researchmap
Experimental and Theoretical Study of a Single Layer Reticulated Dome International journal

T. SUZUKI, T. OGAWA. I. KUBODERA, K. IKARASHI

PROCEEDINGS OF THE INTERNATIONAL IASS SYMPOSIUM 3 85 - 92 1991

　More details

Language：English Publishing type：Research paper (international conference proceedings)

researchmap
鋼構造柱部材の塑性変形能力改善に関する研究 Reviewed

五十嵐規矩夫

1991

　More details

Publishing type：Master’s thesis

researchmap

▼display all

Books

建築構造設計概論

竹内徹, 五十嵐規矩夫, 石岡恒一, 金箱温春, 工藤俊喜, 小泉渉, 坂田弘安, 西尾正人, 西村康志郎, 本橋まり子

実教出版 2024.9 （ ISBN:9784407364729 ）

　More details

Language：Japanese Book type：Textbook, survey, introduction

researchmap
建築構造設計

竹内徹, 五十嵐規矩夫, 石岡恒一, 金箱温春, 工藤俊喜, 小泉渉, 坂田弘安, 西尾正人, 西村康志郎, 本橋まり子

実教出版株式会社 2023.1 （ ISBN:9784407205589 ）

　More details

Language：Japanese Book type：Textbook, survey, introduction

researchmap
鋼構造許容応力度設計規準 Reviewed

田川泰久, 五十嵐規矩夫, 岡崎太一郎, 伊藤浩資, 井戸田秀樹, 小野潤一郎, 竹内徹, 多田元英, 中込忠男, 中野達也, 増田浩志, 見波進, 山田丈富

日本建築学会 2019.10

　More details

Language：Japanese Book type：Scholarly book

researchmap
薄板軽量形構造建築物設計の手引き第２版 Reviewed

日本鉄鋼連盟, 五十嵐規矩夫

技報堂出版 2014.3

　More details

Language：Japanese Book type：Scholarly book

researchmap
Stability Problems of Steel Structures 2013

Toru Takeuchi, 小崎均, 井戸田秀樹, YOSHIHIRO KIMURA, 金尾伊織, 宇佐美徹, 津田恵吾, KIKUO IKARASHI, 荒木慶一, Motohide Tada, 田川浩, MASUMI FUJIMOTO

2013.6

　More details

Responsible for pages：202p Language：Japanese Book type：Scholarly book

researchmap
Japanese Architectural Standard Specification JASS6[2007] Structural Steelwork Specification for Building Construction Reviewed

Hisayuki Okada, Masanori Mori, Kikuo Ikarashi, Isao Kimura, Ryoichi Haneishi, Shinji Matsushita, Yuka Matsumoto, Kou Matoba

2012.10

　More details

Language：English Book type：Scholarly book

researchmap
Recommendation for Plastic Design of Steel Structures Reviewed

Hiroyuki Tamai, 近藤一夫, KIKUO IKARASHI, 聲高裕治, 金尾伊織, 桑原進, 聲高裕治, 清水斉, 廣重隆明, 鈴木直幹, 高松隆夫

2010.2

　More details

Language：Japanese Book type：Scholarly book

researchmap
鋼構造塑性設計指針第２版

日本建築学会 2010

　More details

researchmap
Recommendation for Stability Design of Steel Structures (Rev.2009)

多田元英, 荒木慶一, 竹内徹, 井戸田秀樹, 金尾伊織, 川口淳, 五十嵐規矩夫, 田川浩, 加藤史郎

2009.10

　More details

Language：Japanese Book type：Scholarly book

researchmap
Recommendation for Stability Design of Steel Structures (Rev.2009)

2009

　More details

researchmap
鋼構造設計規準ー許容応力度設計法ー

木村衛, 小野徹郎, 五十嵐規矩夫他

日本建築学会 2005.9

　More details

Responsible for pages：19-20, 38-42, 68-72, 124-130 Language：Japanese Book type：Scholarly book

researchmap

▼display all

MISC

22430 Flange Plate Slenderness of the H-shaped Section in Flexure about the Weak Axis

IKARASHI Kikuo

Summaries of technical papers of annual meeting 2015 859 - 860 2015.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22480 Elastic Buckling Strength of Tapered H-shaped Beam-Columns under Axial and Bending Shear Force : Part1 Evaluation of Elastic Plate Local Buckling Strength

HASEGAWA Ryuta, IKARASHI Kikuo, YAMADA kaoru

Summaries of technical papers of annual meeting 2015 959 - 960 2015.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22481 Elastic Buckling Strength of Tapered H-shaped Beam-Columns under Axial and Bending Shear Force : Part2 Evaluation of Elastic Overall Buckling Strength

YAMADA Kaoru, IKARASHI Kikuo, HASEGAWA Ryuta

Summaries of technical papers of annual meeting 2015 961 - 962 2015.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22719 Evaluation of Elastic Buckling Strength of Steel Sandwich Panels Under Anti-Plate Bending

INABA Toru, IKARASHI Kikuo, NAKATA Yasuhiro

Summaries of technical papers of annual meeting 2015 1437 - 1438 2015.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22487 Elastic Buckling Behavior of Corrugated Tank Subjected to Bending-Shear Force and Effect of Distributed Internal Pressure

YOKOYAMA Yoshifumi, IKARASHI Kikuo

Summaries of technical papers of annual meeting 2015 973 - 974 2015.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22433 Evaluation Method for Elastic Buckling Strength of Plate under Bending Shear Considering Position of Neutral Axis

SHIRAI Daigo, IKARASHI Kikuo

Summaries of technical papers of annual meeting 2015 865 - 866 2015.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22371 Elastic Buckling Strength of L-shaped Beam-Column Connection Panels of H-section Members

UTSUKI Yuichi, IKARASHI Kikuo

Summaries of technical papers of annual meeting 2015 741 - 742 2015.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22429 Elastic Buckling Behavior of Lightweight Thin-Walled Lipped Channel Steel under Uniform Bending

KUBOTA Daiki, IKARASHI Kikuo

Summaries of technical papers of annual meeting 2015 857 - 858 2015.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22473 Initial Imperfection and Elasto-Plastic Behavior Governed by Local Buckling of Square Hollow Section Member : Part 1 Material and Geometric Initial Imperfection

SUGIYAMA Takuhide, SATO Kosuke, IKARASHI Kikuo

Summaries of technical papers of annual meeting 2015 945 - 946 2015.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22427 Optimum Rigidity of Stiffened Web Plates and Design Method for Stiffeners under Bending and Shear Stress

YANAGISHITA Yoshihiro, IKARASHI Kikuo

Summaries of technical papers of annual meeting 2015 853 - 854 2015.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22474 Initial Imperfection and Elasto-Plastic Behavior Governed by Local Buckling of Square Hollow Section Member : Part 2 Effect of Initial Imperfection on Elasto-Plastic Behavior

SATO Kosuke, IKARASHI Kikuo, SUGIYAMA Takuhide

Summaries of technical papers of annual meeting 2015 947 - 948 2015.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
1224 Experimental study on seismic out-of-plane behavior of large partition wall of ALC panel ; Part.2 Vibration characteristics due to the direction and the connection of the intermediate beam

ISHIDA Takushi

Summaries of technical papers of annual meeting 2014 447 - 448 2014.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
1223 Experimental study on seismic out-of-plane behavior of large partition wall of ALC panel : Part.1 Plan of shaking table tests and strength of ALC panels

ISHIHARA Tadashi, TAGUCHI Hisashi

Summaries of technical papers of annual meeting 2014 445 - 446 2014.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Buckling Mode and Elastic Buckling Strength Estimation of Rectangular Corrugated Plate under In-plane Shear Force Reviewed

Kikuo Ikarashi, Jun Okamoto, Keiichi Sato

J. Struct. Constr. Eng. Vol. 79 ( No. 697 ) 427 - 435 2014.3

　More details

Language：Japanese

DOI： 10.3130/aijs.79.427

CiNii Books

researchmap
Effect of Beam End Condition on Local Buckling Behavior of H-Shaped Beams Reviewed

kikuo IKARASHI, Toru INABA

Proceeding of Constructional Steel Vol. 21 339 - 344 2013.11

　More details

Language：Japanese

researchmap
Elastic Buckling Strength of Flat Plate with Stiffeners along Neutral Axis under Bending and Shear Reviewed

kikuo IKARASHI, Yoshihiro YANAGISHITA

Proceeding of Constructional Steel Vol. 21 353 - 358 2013.11

　More details

Language：Japanese

researchmap
1716 Seismic damage and design vision on partition wall of ALC panel : Part 6 Strong motion observation

ISHIHARA Tadashi, WATAKABE Morimasa, HASEGAWA Takashi, IKARASHI Kikuo

Summaries of technical papers of annual meeting 2013 1431 - 1432 2013.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22541 Real Scale Experiment and Structural Evaluation of Post Tensioned Steel Skin Roof : Part 2 Structural Evaluation of Post Tensioned Steel Skin Roof

MURAKAMI Sho, TOMIOKA Yoshito, IKARASHI Kikuo, TABATA Chikako

Summaries of technical papers of annual meeting ( 2012 ) 1081 - 1082 2012.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Research

researchmap
22540 Real Scale Experiment and Structural Evaluation of Post Tensioned Steel Skin Roof : Part 1 Construction and Design of Real Scale Model

TOMIOKA Yoshito, MURAKAMI Sho, IKARASHI Kikuo, TABATA Chikako

Summaries of technical papers of annual meeting ( 2012 ) 1079 - 1080 2012.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Research

researchmap
THE REAL SCALE EXPERIMENT AND ITS STRUCTURAL EVALUATION ON THE POST TENSION STEEL SKIN ROOF Reviewed

KIKUO IKARASHI, 富岡義人, Sho Murakami, 宮司典弘, 田端千夏子

AIJ JOURNAL OF TECHNOLOGY AND DESIGN Vol. 18 ( No. 39 ) 547 - 552 2012.6

　More details

Language：Japanese

DOI： 10.3130/aijt.18.547

CiNii Books

researchmap
Buckling Strength and Large Deformation Behavior of Sandwich Panel under In-plane Shear Load Reviewed

KIKUO IKARASHI, Keisuke Kosaka

Jounal of Structural Engineering Vol. 58B 405 - 411 2012.4

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Plastic Deformation capacity of Corrugated Web Girrder under Shear Bending Reviewed

Kikuo Ikarashi, Keisuke Kozaka, Yasunori Nakamura

Jornal of Structural and Construction Engineering Vol. 77 ( No. 673 ) 443 - 451 2012.3

　More details

Language：Japanese

DOI： 10.3130/aijs.77.443

CiNii Books

researchmap
Allowable Strength and Cyclic Characteristics of Perforated Beams made of High Srength Steel Part 1 Outline of Experiment and Results of Elastic Behavior

Ishihara Tadashi, Ikarashi kikuo, Iguro Fumihiko

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2011 643 - 644 2011.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Allowable Strength and Cyclic Characteristics of Perforated Beams made of High Srength Steel Part 1 Local Plasticity and Large Behavior

Iguro Fumihiko, Ikarashi kikuo, Ishihara Tadashi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2011 645 - 646 2011.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Construction and Test for Constructive Performance of Steel Skin Strucral Roofs Part 2 Bending Test of Pilot Model

Murakami Sho, Miyaji Norihiko, Tabata Chikako, Ikarashi kikuo, Tomioka Yoshito

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 2011 ) 1137 - 1138 2011.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

CiNii Research

researchmap
Construction and Test for Constructive Performance of Steel Skin Strucral Roofs Part 1 Design and Construction of Pilot Model

Miyaji Norihiko, Murakami Sho, Tabata Chikako, Ikarashi kikuo, Tomioka Yoshito

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures ( 2011 ) 1135 - 1136 2011.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

CiNii Research

researchmap
Influences of moving center of rigidity with vibration on earthquake resistance of the frame with different hysteresis Reviewed

IEDA Kotaro, NISHIZAWA Honami, YAGI SHIGEHARU, IKARASHI Kikuo, KARATSU Toshikazu, IIJIMA Toshihiko, ONO Tetsuro

AIJ Tokai Chapter Architectural Research Meeting Vol. 49 ( 49 ) 145 - 148 2011.2

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22513 A Study on Cyclic Behavior and Deformation Capacity of Shear Damper with Stiffening Member : Part 3 Advisable Buckling Mode and Design Process

IKARASHI Kikuo, MATSUO Jun, SUEKUNI Ryota, SUZUKI Toshiro, SAEKI Eiichiro, HAYASHI Kenichi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010 1025 - 1026 2010.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22514 Study on Cyclic Behavior of Shear Damper with Stiffening Member : Part 1 Effect of Tubular Stiffening Member on Cyclic Behavior of Shear Damper

HAYASHI Kenichi, SAEKI Eiichiro, IKARASHI Kikuo, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010 1027 - 1028 2010.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22551 Shaking Table Test of Hybrid Structures with Different Restoring Force Characteristic Element : Part 2 Dynamic Characteristic of Hybrid Structures

IKEDA Kotaro, ONO Tetsuro, IKARASHI Kikuo, KARATSU Toshikazu, YAGI Shigeharu, NISHIZAWA Honami

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010 1101 - 1102 2010.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22550 Shaking Table Test of Hybrid Structures with Different Restoring Force Characteristic Element : Part 1 Static Loading Test and Outline of Shaking Table Test

KARATSU Toshikazu, ONO Tetsuro, IKARASHI Kikuo, YAGI Shigeharu, IKEDA Kotaro, NISHIZAWA Honami

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010 1099 - 1100 2010.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22467 End Failures in Corrugated Steel Shear Diaphragms : Part3 Hysteresis Under Cyclic Shear Load

SATO Keiichi, SHIMIZU Nobutaka, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010 933 - 934 2010.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22434 Large Behavior of Plates with a Circular Hole made of High Strength Steel under the Uni-axial Tension and Compression Stress

IGURO Fumihiko, IKARASHI Kikuo, ISHIHARA Tadashi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010 867 - 868 2010.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22468 Large Deformation Behavior of Clamped Square Sandwich Panel under the Action of Shearing Stresses

KOSAKA Keisuke, IKARASHI Kikuo, WANG Tao

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010 935 - 936 2010.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22511 A Study on Cyclic Behavior and Deformation Capacity of Shear Damper with Stiffening Member : Part 1 Abstract of Cyclic Loading Test and Results

SUEKUNI Ryota, IKARASHI Kikuo, MATSUO Jun, SUZUKI Toshiro, SAEKI Eiichiro, HAYASHI Kenichi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010 1021 - 1022 2010.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22512 A Study on Cyclic Behavior and Deformation Capacity of Shear Damper with Stiffening Member : Part 2 Difference of Behavior by Various Parameters

MATSUO Jun, IKARASHI Kikuo, SUEKUNI Ryota, SUZUKI Toshiro, SAEKI Eiichiro, HAYASHI Kenichi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010 1023 - 1024 2010.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22552 Shaking Table Test of Hybrid Structures with Different Restoring Force Characteristic Element : Part 3 Index Representing the Ductility (Ds) and Torsional Vibration

YAGI Shigeharu, ONO Tetsuro, IKARASHI Kikuo, SATO Atsushi, KARATSU Toshikazu, IKEDA Kotaro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010 1103 - 1104 2010.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22515 Study on Cyclic Behavior of Shear Damper with Stiffening Member : Part 2 Relation between Position of Tubular Stiffening Member and Cyclic Behavior of Shear Damper

MURAKAMI Sho, IKARASHI Kikuo, SUZUKI Toshiro, HAYASHI Kenichi, SAEKI Eiichiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2010 1029 - 1030 2010.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Evaluation of Shear Stiffness of Rectangular Corrugate Plate under Shear Loading Reviewed

KIKUO IKARASHI, Shuta Nakano, unknown unknown

Journal of Structural and Construction Engineering Vol. 74 ( No. 646 ) 2327 - 2334 2009.12

　More details

Language：Japanese Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.74.2327

Scopus

researchmap
Plastic Deformation Capacity and Post-Buckling Behavior of H-Shaped Beams with Large Depth-Thickness Ratio under Cyclic Loading Reviewed

Kikuo IKARASHI, TOSHIAKI OTABE, TAO WANG

Journal of Structural and Construction Engineering Vol. 74 ( No. 646 ) 2345 - 2354 2009.12

　More details

Language：Japanese Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.74.2345

Scopus

researchmap
A Study on Cyclic Behavior of High Strength Steel H-Section Beams with Large Depth-Thickness Ratio Reviewed

KIKUO IKARASHI, Riyouta Suekuni, NA

Vol. 17 541 - 548 2009.11

　More details

Language：Japanese

researchmap
A Study on End Failures in Corrugated Steel Shear Diaphragms Reviewed

unknown unknown, KIKUO IKARASHI

Journal of Structural and Construction Engineering Vol. 74 ( No. 645 ) 2119 - 2126 2009.11

　More details

Language：Japanese Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.74.2119

Scopus

researchmap
22310 Buckling Behavior of Sandwich Panel Subjected to In-plain Compression

NONOYAMA Masataka, IKARASHI Kikuo, FUJITA Masanori, MATSUO Jun

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009 619 - 620 2009.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22315 A Study on Cyclic Behabior of H-Section Beams Using High Strength Steel : Part 2:Possibility of Thin Web Plates

IKARASHI Kikuo, SUEKUNI Ryota

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009 629 - 630 2009.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22307 End Failures in Corrugated Steel Shear Diaphragms : Part2 Evaluation of Shear Stiffness and Shear Strength

SATO Keiichi, SHIMIZU Nobutaka, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009 613 - 614 2009.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22308 Stiffness of Rectangular Corrugate Plate Under Shear Loading : Part1. Outline of analysis and fundamental properties

NAKANO Shuta, IKARASHI Kikuo, SHIMIZU Nobutaka, MATSUO Jun

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009 615 - 616 2009.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22309 Stiffness of Rectangular Corrugate Plate Under Shear Loading : Part2. Effect of boundary condition

MATSUO Jun, IKARASHI Kikuo, SHIMIZU Nobutaka, NAKANO Shuta

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009 617 - 618 2009.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22314 A Study on Cyclic Behabior of H-Section Beams Using High Strength Steel : Part 1:Possibility of Using High Strength Steel

SUEKUNI Ryota, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009 627 - 628 2009.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22413 Nonlinear Behaviors of Stiffened Thin Flat Plate under In-plane Shear : Tortional Strength of Pipe

SUZUKI Toshirou, SAEKI Eiichirou, IKARASI Kikuo, TAKIGUCHI Katsuki

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009 825 - 826 2009.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22312 Mechanical Properties of H-Shaped Steel Beams with Large Depth-Thickness Ratio under Ciclic loading : Part1:Proposal for Limitation and Rank of Depth-Thickness Ratio

WANG Tao, IKARASHI Kikuo, OTABE Toshiaki

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009 623 - 624 2009.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22306 End Failures in Corrugated Steel Shear Diaphragms : Part1 Shear Panel Test

SHIMIZU Nobutaka, SATO Keiichi, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009 611 - 612 2009.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22313 Mechanical Properties of H-Shaped Steel Beams with Large Depth-thickness Ratio under Ciclic Loading : Part2:Hysteretic Behavior and Deteriorating Feature

IKEDA Kotaro, IKARASHI Kikuo, OTABE Toshiaki, WANG Tao

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2009 625 - 626 2009.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Structural Characteristic Factor of Hybrid Structure Constructed of Light Gauge Steel Construction and Steel Moment Frame Reviewed

Toshikazu Karatsu, Kikuo Ikarashi, Shigeharu Yagi, Toshihiko Iijima, Kotaro Ikeda, Tetsuro Ono

Journal of Structural and Construction Engineering Vol. 74 ( No. 639 ) 935 - 944 2009.5

　More details

Language：Japanese

DOI： 10.3130/aijs.74.935

Scopus

researchmap
Structural characteristic factor of hybrid structure constructed of light gauge steel construction and steel moment frame

Toshikazu Karatsu, Kikuo Ikairashi, Shigeharu Yagi, Toshihiko Iljima, Kotaro Ikeda, Tetsuro Ono

Journal of Structural and Construction Engineering 74 ( 639 ) 935 - 944 2009.5

　More details

Language：Japanese

DOI： 10.3130/aijs.74.935

Scopus

researchmap
A Study on Evaluation of Elastic Buckling Strength of Anisotropic Plate under Bending Stress and Shear Stress Reviewed

KIKUO IKARASHI, NA, unknown unknown

Journal of Structural and Construction Engineering Vol. 74 ( No. 638 ) 711 - 720 2009.4

　More details

Language：Japanese

DOI： 10.3130/aijs.74.711

Scopus

researchmap
A study on evaluation of elastic buckling strength of anisotropic plate under bending stress and shear stress

Kikuo Ikarashi, Tao Wang, Huafeng Lu

Journal of Structural and Construction Engineering 74 ( 638 ) 711 - 720 2009.4

　More details

Language：Japanese

DOI： 10.3130/aijs.74.711

Scopus

researchmap
Evaluation of shear stiffness of rectangular corrugate plate under shear loading

Kikuo Ikarashi, Shuta Nakano, Nobutaka Shimizu

Journal of Structural and Construction Engineering 74 ( 646 ) 2327 - 2334 2009

　More details

Language：Japanese Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.74.2327

Scopus

researchmap
高強度鋼を用いたウェブ幅厚比の大きなH形断面梁の繰返し挙動

五十嵐規矩夫, 末國良太, 王韜

鋼構造年次論文報告集 17 541 - 548 2009

　More details

researchmap
Plastic deformation capacity and post-buckling behavior of H-shaped beam with large depth-thickness ratio under cyclic loading

Kikuo Ikarashi, Toshiaki Otabe, Tao Wang

Journal of Structural and Construction Engineering 74 ( 646 ) 2345 - 2354 2009

　More details

Language：Japanese Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.74.2345

Scopus

researchmap
A study on end failures in corrugated steel shear diaphragms

Nobutaka Shimizu, Kikuo Ikarashi

Journal of Structural and Construction Engineering 74 ( 645 ) 2119 - 2126 2009

　More details

Language：Japanese Publisher：Architectural Institute of Japan

DOI： 10.3130/aijs.74.2119

Scopus

researchmap
Cyclic Characteristics of Thin Web Plate after Shear Buckling Reviewed

Kikuo Ikarashi

Journal of Constructional Steel Vol. 16 21 - 28 2008.11

　More details

Language：Japanese

researchmap
Buckling Analysis of Columns in the Frame Considering Latral Bracing Stiffness Reviewed

Kikuo IKARASHI, Keiichi Saro

Journal of Structural and Construction Engineering Vol. 73 ( No. 633 ) 2009 - 2017 2008.11

　More details

Language：Japanese

DOI： 10.3130/aijs.73.2009

Scopus

researchmap
Buckling analysis of columns in the frame considering lateral bracing stiffness

Kikuo Ikarashi, Keiichi Sato

Journal of Structural and Construction Engineering 73 ( 633 ) 2009 - 2017 2008.11

　More details

Language：Japanese

DOI： 10.3130/aijs.73.2009

Scopus

researchmap
Evaluation of elastic buckling strength of rectangular corrugate plate under shear loading

Kikuo Ikarashi, Masashi Fujisawa, Nobutaka Shimizu

Journal of Structural and Construction Engineering 73 ( 632 ) 1883 - 1890 2008.10

　More details

Language：Japanese

DOI： 10.3130/aijs.73.1883

Scopus

researchmap
Evaluation of Elastic Buckling Strength of Rectangular Corrugate Plate under Shear Loading Reviewed

Kikuo Ikarashi, Masashi Fujisawa, Nobutaka Shimizu

Journal of Structural and Construction Engineering Vol. 73 ( No. 632 ) 1883 - 1890 2008.10

　More details

Language：Japanese

DOI： 10.3130/aijs.73.1883

Scopus

researchmap
薄鋼板構造の現状と今後(第4回)薄板鉄鋼材料を用いた構造パネルの力学的性能

五十嵐規矩夫

建築技術 ( 703 ) 80 - 89 2008.8

　More details

Language：Japanese Publisher：建築技術

CiNii Books

researchmap
22392 Estimation of Ds Factor for Hybrid Structures with Different Restoring Force Characteristic Element : Part 1 Static Loading Test on Hybrid Structures

IKARASHI Kikuo, ONO Tetsuro, YAGI Shigeharu, IIJIMA Toshihiko, KARATSU Toshikazu, IKEDA Kotaro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008 783 - 784 2008.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22279 Evaluation of Width-Thickness Ratio limitation of H-Shaped beam member by considering Coupled Local Buckling

WANG Tao, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008 557 - 558 2008.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22302 A Buckling Strength of Sandwich Panel Subjected to In-plain Compression

MATSUO Jun, IKARASHI Kikuo, FUJITA Masanori

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008 603 - 604 2008.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22303 Large Deformation Properties of Thin Web Plate under Cyclic Shear Loading

OTABE Toshiaki, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008 605 - 606 2008.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22305 Evaluation Method on Elastic Buckling Strength of Corrugate Plate under Shear Force

LU Huafeng, IKARASHI Kikuo, WANG Tao

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008 609 - 610 2008.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22304 Elastic Buckling Strength of Rectangular Corrugate Plate Under Shear Loading

NAKANO Shuta, IKARASHI Kikuo, SHIMIZU Nobutaka, FUJISAWA Masashi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008 607 - 608 2008.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22374 Buckling Analysis of Columns in the Frame Considering Lateral Bracing Stiffness

SATO Keiichi, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008 747 - 748 2008.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22394 Estimation of Ds Factor for Hybrid Structures with Different Restoring Force Characteristic Element : Part 3 Estimation of Ds Factor Based on Earthquake Responce Analysis

KARATSU Toshikazu, YAGI Shigeharu, ONO Tetsuro, IKARASHI Kikuo, IIJIMA Toshihiko, IKEDA Kotaro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008 787 - 788 2008.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22393 Estimation of Ds Factor for Hybrid Structures with Different Restoring Force Characteristic Element : Part 2 Hysteretic Characteristics on Hybrid Structures, Attribute of Existing Ds Estimation and Proposition of Modified BCJ Evaluation Formula

IKEDA Kotaro, ONO Tetsuro, IKARASHI Kikuo, YAGI Shigeharu, IIJIMA Toshihiko, KARATSU Toshikazu

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2008 785 - 786 2008.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Evaluation of Width-Thickness Ratio LImitation of H-Shaped Beam Members BAsed on Coupled Buckling Analysis Reviewed

Kikuo IKARASHI, Tao Wang

Journal of Structural and Construction Engineering Vol. 73 ( No. 629 ) 1177 - 1184 2008.7

　More details

Language：Japanese

DOI： 10.3130/aijs.73.1177

Scopus

researchmap
Evaluation of width-thickness ratio limitation of H-shaped beam members based on coupled buckling analysis

Kikuo Ikarashi, Tao Wang

Journal of Structural and Construction Engineering 73 ( 629 ) 1177 - 1184 2008.7

　More details

Language：Japanese

DOI： 10.3130/aijs.73.1177

Scopus

researchmap
A Study of Allowable Story Drift and Ds Factor of Hybrid Structures with Different Restoring Force Characteristic Element Reviewed

Shigeharu YAGI, Toshikazu KARATSU, Atsushi SATO, Kikuo IKARASHI, Tetsuro ONO

Journal of Structural and Construction Engineering Vol. 73 ( No. 628 ) 999 - 1006 2008.6

　More details

Language：Japanese

DOI： 10.3130/aijs.73.999

Scopus

researchmap
A study of allowable story drift and Ds factor of hybrid structures with different restoring force characteristic element

Shigeharu Yagi, Toshikazu Karatsu, Atsushi Sato, Ikuo Ikarashi, Teturou Ono

Journal of Structural and Construction Engineering 73 ( 628 ) 999 - 1006 2008.6

　More details

Language：Japanese

DOI： 10.3130/aijs.73.999

Scopus

researchmap
A Study of Earthquake Input Energy and Maximum Story Drift in the Hybrid Structures Composed of Different Restoring Force Characteristic Components - The hybrid structure of steel moment frame and light gauge steel house share wall - Reviewed

Tetsuro ONO, Shigharu YAGI, Toshikazu KARATSU, Toshihiko IIJIMA, Kikuo IKARASHI, Atsushi SATO

Journal of Structural and Construction Engineering Vol. 73 ( No. 626 ) 661~668 - 668 2008.4

　More details

Language：Japanese

DOI： 10.3130/aijs.73.661

Scopus

researchmap
A study of earthquake input energy and maximum story drift in the hyeirid structures composed of different retoring force characteristic componts: The hybrid structure of steel moment frame and light gauge steel house share wall

Tetsuro Ono, Shigeharu Yagi, T. Oshikazu Karatsu, Toshihiko Iijima, Kikuo Ikarashi, Atsushi Sato

Journal of Structural and Construction Engineering 73 ( 626 ) 661 - 668 2008.4

　More details

Language：Japanese

DOI： 10.3130/aijs.73.661

Scopus

researchmap
Experimental Study on Estimation of Ds Factor for Hybrid Structures Composed with Steel Frame and Steel House Panel Reviewed

Kotaro Ikeda, Tetsuro Ono, Shigeharu Yagi, Kikuo Ikarashi

AIJ Tokai Chapter Architectural Research Meeting Vol. 46 ( 46 ) 233~236 - 236 2008.2

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Theoretical analysis and evaluation for cupled buckling strength of h-shaped beams under bending shear

Kikuo Ikarashi, Too Wang

Journal of Structural and Construction Engineering 73 ( 623 ) 135 - 142 2008.1

　More details

Language：Japanese

DOI： 10.3130/aijs.73.135

Scopus

researchmap
Theoretical Analysis and Evaluation for Coupled Buckling Strength of H-Shaped Beams under Bending Shear Reviewed

kikuo IKARASHI, Tao Wang

Journal of Structural and Construction Engineering Vol. 73 ( No. 623 ) 135~142 - 142 2008.1

　More details

Language：Japanese

DOI： 10.3130/aijs.73.135

Scopus

researchmap
薄板のせん断座屈後繰返し履歴挙動の特性とその要因

五十嵐規矩夫

鋼構造年次論文報告集 16 21 - 28 2008

　More details

researchmap
Coupled Buckling Strength of H-Shaped Beams under Bending and Shear Reviewed

NA, KIKUO IKARASHI

Journal of Constructional Steel Vol. 15 543~50 - 622 2007.11

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22527 Hybrid Structural System of Steel Rigid Frame and Steel-Framed House : Part 2 A Study on Input of Earthquake Energy, and Total Plastic Energy Dissipation

KARATSU Toshikazu, YAGI Shigeharu, ONO Testuro, IIJIMA Toshihiko, IGARASHI Kikuo, SATOU Atsushi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007 1053 - 1054 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22526 Hybrid Structural System of Steel Rigid Frame and Steel-Framed House : Part 1 A Study on Properties of Steel-Framed House

ONO Testuro, YAGI Shigeharu, KARATSU Toshikazu, IIJIMA Toshihiko, IGARASHI Kikuo, SATOU Atsushi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007 1051 - 1052 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22523 Buckling of Slender Columns in Non-Uniform Frame : Requierd Horizontal Stuffiness for Non-Sway Buckling

SATO Keiichi, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007 1045 - 1046 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22528 Hybrid Structural System of Steel Rigid Frame and Steel-Framed House : Part 3 Estimation of Ds Value Based on Energy Theory

YAGI Shigeharu, ONO Testuro, KARATSU Toshikazu, IIJIMA Toshihiko, IGARASHI Kikuo, SATOU Atsushi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007 1055 - 1056 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22330 A Study on Large Deformation Properties of Thin Web Plate under Cyclic Shear Loading

OGIWARA Ryota, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007 659 - 660 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22529 Hybrid Structural System of Steel Rigid Frame and Steel-Framed House : Part 4 Estimation of Ds Value Based on Cumulative Plastic Deformation

IIJIMA Toshihiko, YAGI Shigeharu, ONO Testuro, KARATSU Toshikazu, IGARASHI Kikuo, SATOU Atsushi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007 1057 - 1058 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22329 A Study on Post-buckling Behavior of Thin Web Plate under Cyclic Shear Loading : Part5 The Collapse Type of Thin Web Plate under Shear Loadig

TOMIZAWA Tetsuya, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007 657 - 658 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22332 A Study on Elastic Buckling Strength of Rectangular Corrugate Plate

FUJISAWA Masashi, IKARASHI Kikuo, LU Huafeng

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2007 663 - 664 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
1478 A Study on Morphological and Structural Potentials of Steel Skin Structure : Part 1 The Basic Concept of Steel Skin Structure

TOMIOKA Yoshito, KOHNO Mamoru, ISHIHARA Tadashi, WATANABE Chikara, OSUMI Yasunori, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction 2007 971 - 972 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
1483 A Study on Morphological and Structural Potentials of Steel Skin Structure : Part 6 Structural Panels with Square Sheet Core

OHTA Katsuya, TOMIOKA Yoshito, IKARASHI Kikuo, WATANABE Chikara

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction 2007 981 - 982 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
1482 A Study on Morphological and Structural Potentials of Steel Skin Structure : Part 5 Structural Panels with Waved Sheet Core

NAKANO Shuta, TOMIOKA Yoshito, IKARASHI Kikuo, WATANABE Chikara, FUJI TA Masanori, OOMURO Akio

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction 2007 979 - 980 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
1481 A Study on Morphological and Structural Potentials of Steel Skin Structure : Part 4 Structural Panels with Folded Sheet Core

OSUMI Yasunori, TOMIOKA Yoshito, IKARASHI Kikuo, WATANABE Chikara, YAMADA Kazuhiro, SHIMIZU Masashi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction 2007 977 - 978 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
1484 A Study on Morphological and Structural Potentials of Steel Skin Structure : Part 7 Future Developments Suggested through the Synthetic Evaluation of Observed Performances

IKARASHI Kikuo, TOMIOKA Yoshito, WATANABE Chikara, HOKARI Minoru, FUJITA Masanori, NAKAGAWA Haruhiko

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction 2007 983 - 984 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
1480 A Study on Morphological and Structural Potentials of Steel Skin Structure : Part 3 The Overview on the Experiments and the Specimens

WATANABE Chikara, TOMIOKA Yoshito, IKARASHI Kikuo, OSUMI Yasunori, OHTA Katsuya, SHIMIZU Nobutaka

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. A-1, Materials and construction 2007 975 - 976 2007.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Method for Evaluation of Elastic Buckling Strength of H Shaped Steel Member under Bending-Shear and Axial Force Reviewed

Kikuo IKARASHI, Tao Wang

Journal of Structural and Construction Engineering (Transactions of AIJ) 72 ( No. 613 ) 137~146 - 146 2007.3

　More details

Language：Japanese Publisher：Architectural Institute of Japan

An kinds of researchs about buckling of web and flange afe performed as a single plate under the assumption of the boundary condition. But few researches on the coupled instability of web and flange had been performed so far. As elements of H shaped steel menbers, the behavior of web and flange is effected by earch other. Therefore, the purpose of this study is to understand the interaction between the elements of web and flange plates when coupled buckling happens. In this paper, the analysis is done with energy method. Buckling interrelation between web and flange is clarified. And a new method of evaluation of coupled buckling strength under bending-shear and axial force is proposed by using parameter of geometrical shape about web and flange of H Shaped member.

DOI： 10.3130/aijs.72.137_1

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=182965
Cyclic Characteristics of Thin Web Plate after Shear Buckling Reviewed

Kikuo IKARASHI, Makoto Shimizu, Tetsuya Tomizawa

( No. 612 ) 197~205 - 205 2007.2

　More details

Language：Japanese

researchmap
22331 A Study on Elastic Buckling Strength of Anistropic Plate with Different Flexural Rigidity : in Different Boundary Conditions

LU Huafeng, IKARASHI Kikuo, WANG Tao, FUJISAWA Masashi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 661 - 662 2007

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
金属系軽量薄板のせん断座屈後繰返し履歴挙動の解明とエネルギー吸収能力の評価

五十嵐規矩夫

公募研究成果（２００６年度）梗概集ー建築部門ー 7 - 10 2007

　More details

researchmap
薄板鉄鋼材料を用いた鋼構造建築物の可能性の探求と開発第３期21世紀鋼構造フォーラム最終報告

富岡義人, 五十嵐規矩夫, 河野守, 石原直, 穂苅實, 作本好文, 清水信孝, 藤田正則, 石丸亮, 中川治彦, 太田克也, 大隅康令, 大室彰男, 渡邊力

21世紀鋼構造フォーラム研究報告概要集 Vol. ( No. ) pp. 2007

　More details

Publisher：日本鋼構造協会

researchmap
H形鋼ウエブ薄板のせん断座屈後繰返し履歴特性

五十嵐規矩夫, 清水真, 富澤徹弥

日本建築学会構造系論文集 ( 612 ) 197 - 205 2007

　More details

researchmap
A Method for Evaluation of Elastic Buckling Strength of H Shaped Steel Member under Bending-Shear Reviewed

NA, KIKUO IKARASHI

Journal of Constructional Steel Vol. 14 ( 613 ) 759〜766 - 146 2006.11

　More details

Language：Japanese

researchmap
Effect of Position of Neutral Axis to Elastic Buckling Strength of Plates under Bending Shear Reviewed

TAKUYA SUZUKI, KIKUO IKARASHI

Journal of Constructional Steel Vol. 14 767~70 - 620 2006.11

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22432 Post-bucking Behavior of Thin Web Plate under Cyclic Shear Loading : Part 3 : Model of Cyclic Behabior of Thin Web Plate

OGIWARA Ryota, IKARASHI Kikuo, SHIMIZU Makoto, TOMIZAWA Tetsuya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2006 863 - 864 2006.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22433 A study on post-buckling behavior of thin web plate under cyclic shear loading : Part4 The behavior of thin web plate after large deformation hysteresis

TOMIZAWA Tetsuya, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2006 865 - 866 2006.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22420 Elasto-Plastic buckling behavior and maximum strength of H shaped steel member

WANG Tao, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2006 839 - 840 2006.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22434 Cyclic Behavior Stability of Metal Shear Thin Plate

IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2006 867 - 868 2006.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22461 A Study on Post-buckling Behavior of Suquare Thin Plates under Cyclic Shear Loading : Part2 Effect of Boundary Condition

FUJISAWA Masashi, IKARASHI Kikuo, SATO Keiichi, TOMIZAWA Tetsuya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2006 921 - 922 2006.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
金属薄板を備えたエネルギー吸収部材及びその製造方法

五十嵐規矩夫

キャンパス・イノベーションセンター東京新技術説明会資料集 16 - 19 2006

　More details

researchmap
22460 A Study on Post-buckling Behavior of Suquare Thin Plates under Cyclic Shear Loading : Part1 Effect of Loading History

SATO Keiichi, IKARASHI Kikuo, FUJISAWA Masashi, TOMIZAWA Tetsuya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1 919 - 920 2006

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Hysteresis Loop Model of Joint Panels in H-shaped Column to Beam Connections

Kikuo IKARASHI, Hirohumi KANEKO, Hirotomo YANASE, Masahiro AOANO

Jornal of Structural and Construction Engineering (Transactions of AIJ) 70 ( 597 ) 119 - 126 2005.11

　More details

Language：Japanese Publisher：Architectural Institute of Japan

In this study, cyclic behavior of joint panel in H-shaped column to beam connections is cleared, and modeled using by Menegotto-Pint model. Parameter is the ratio of joint panel strength to column or beam strength. In order to clear that, loading test and numerical analysis is carried out. First, skeleton curve modeled by using results of analysis and loading tests. Secondary, the effect of experienced displacement and Bauschinger's effect are investigated, so cyclic behavior of joint panel is modeled. The effects of axial force, frame shapes and the frame around the joint panel to the behavior of joint panel is cleared.

DOI： 10.3130/aijs.70.119_3

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=182376
不均等曲げせん断力を受けるH形鋼梁ウエブの座屈耐力評価 : 周辺単純支持平板としての弾性座屈耐力評価, 日本建築学会構造系論文集, No.565, pp.135-141, 2003年3月(推薦理由,奨励賞,2005年日本建築学会賞)

五十嵐規矩夫

建築雑誌 120 ( 1536 ) 86 - 86 2005.8

　More details

Language：Japanese Publisher：一般社団法人日本建築学会

CiNii Books

researchmap
22370 Post-buckling Behavior of Thin Web Plate under Cyclic Shear Loading : Part 2 Consideration about strength after cyclic loading

SHIMIZU Makoto, IKARASHI Kikuo, TOMIZAWA Tetsuya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005 739 - 740 2005.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22371 A Study on The Cyclic Behavior after Developed Diagonal Tension Field in Metal Shear Thin Walls

IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005 741 - 742 2005.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22391 A Study on Behavior and Strength Model of Panels in Box Column to H-Section Beam Connection : Part 3. Strength Model of Panels

IIDA Tomohiro, IKARASHI Kikuo, KANEKO Hirofumi, YANASE Hirotomo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005 781 - 782 2005.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22389 A Study on Behavior and Strength Model of Panels in Box Column to H-Section Beam Connection : Part 1. Confirming Behavior of Panels by FEM Analysis

YANASE Hirotomo, IKARASHI Kikuo, KANEKO Hirofumi, IIDA Tomohiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005 777 - 778 2005.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22298 A Study on Falling Factor Analysis and Evaluation of Slip Strength of High Strength Zigzag Bolted Friction Joints : A Study on Slip Behavior and Evaluation of Slip Strength of High Strength Zigzag Bolted Friction Joints Part 2

TORIKAI Shunichiro, IKARASHI Kikuo, MAKINO Toshio, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005 595 - 596 2005.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22390 A Study on Behavior and Strength Model of Panels in Box Column to H-Section Beam Connection : Part 2. Loading Experiment

OGIWARA Ryota, IKARASHI Kikuo, KANEKO Hirofumi, YANASE Hirotomo, IIDA Tomohiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005 779 - 780 2005.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22372 A study on elastic buckling strength of plates of H shaped steel member under shear bending

WANG Tao, IKARASI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005 743 - 744 2005.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22369 A study on post-buckling behavior of thin web plate under cyclic shear loading : Part 1 Post-behavior of thin square web plate

TOMIZAWA Tetsuya, IKARASHI Kikuo, SHIMIZU Makoto

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2005 737 - 738 2005.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Slip Strength of High Strength Zigzag Bolted Friction Joints

Toshiro SUZUKI, Kikuo IKARASHI, Toshio MAKINO, Shunichiro TORIKAI

Journal of Structural and Construction Engineering ( 593 ) 161 - 167 2005.7

　More details

Language：Japanese

researchmap
IMPROVEMENT OF PLASTIC DEFORMATION CAPACITY OF SHORTER BEAMS WITH FLAT BAR ON THE NEUTRAL AXIS

SUZUKI Toshiro, IKARASHI Kikuo, SATSUKAWA Keiichi, OZAKI Hitoshi

Journal of Structural and Construction Engineering (Transactions of AIJ) 70 ( 589 ) 157 - 164 2005.3

　More details

Language：Japanese Publisher：Architectural Institute of Japan

Authors suggested the method to attach flat bar on the neutral axis as one method to improve plastic deformation capacity of the beam in the past study. This paper describes that plastic deformation capacity of the extremely shorter beams is improved by this suggested method, and shows the reason why plastic deformation capacity of beam is improved by attaching with flat bar. The web shear buckling strength is clarified by the difference of the attached shapes of flat bar on the neutral axis, by considering Saint Venant torsion. The optimum shape of flat bar which attach on the neutral axis of beams is investigated by finite element method. To verify the optimum shape of flat bar, the test of the beam with neutral axis reinforcement is carried out. The effect of the reinforcement steel plate on the plastic deformation capacity of the beam is clarified by analytical and experimental approach.

DOI： 10.3130/aijs.70.157_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=182109
EFFICIENT OF TORSIONAL RIGIDITY OF FLANGES FOR ELASTIC BUCKLING STRENGTH OF WEB PLATE UNDER BENDING SHEAR AND AXIAL FORCE

IKARASHI Kikuo, SUZUKI Takuya, WAN Tao

Journal of Structural and Construction Engineering (Transactions of AIJ) 70 ( 588 ) 173 - 179 2005.2

　More details

Language：Japanese Publisher：Architectural Institute of Japan

The purpuse of this study is to clear the efficient of torisonal rigidity of flanges for elastic buckling strength of web plate under bending shear and axial force. The evaluation of buckling strength of plates under bending shear and axial force has already proposed, in case of simple-supported plates and clumped plate. However, web plates in real H-shaped member is not under simple-support or clumped, web plates are under a finited torisonal rigidity of flanges. Thus, it is necessary for better evaluaion of buckling strength that the effecient of this torisonal rigidity. So, in this paper, a buckling analysis of plate under bending-shear and axial force is performed, thinking the efficient of flange torisonal rigidity. This analysis is done with energy method. Then, the efficient of torisonal rigidity of flanges for elastic buckling strength of web plate under bending shear and axial force is cleared. And, new evaluation method is proposed. The accuracy of this new method is higher than that of the past method.

DOI： 10.3130/aijs.70.173_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=182071
Hysteresis Loop Model of Joint Panels in H-shaped Column to Beam Connections

Kikuo IKARASHI Hirohumi KANEKO Hirotomo, YANASE Masahiro AOANO

Jornal of Structural and Construction Engineering (Transactions of AIJ) 70 ( 597 ) 119 - 126 2005

　More details

Language：Japanese Publisher：Architectural Institute of Japan

In this study, cyclic behavior of joint panel in H-shaped column to beam connections is cleared, and modeled using by Menegotto-Pint model. Parameter is the ratio of joint panel strength to column or beam strength. In order to clear that, loading test and numerical analysis is carried out. First, skeleton curve modeled by using results of analysis and loading tests. Secondary, the effect of experienced displacement and Bauschinger's effect are investigated, so cyclic behavior of joint panel is modeled. The effects of axial force, frame shapes and the frame around the joint panel to the behavior of joint panel is cleared.

DOI： 10.3130/aijs.70.119_3

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=182376
千鳥配置高力ボルト摩擦接合部のすべり耐力に関する研究

鈴木敏郎, 五十嵐規矩夫, 牧野俊雄, 鳥飼俊一郎

日本建築学会構造系論文集 ( 593 ) 161 - 167 2005

　More details

researchmap
鋼構造セミナーー性能設計と統合的評価法ー板要素の座屈性能および研究の現状

五十嵐規矩夫

日本建築学会 61 - 75 2005

　More details

researchmap
22398 A study on behavior after shear buckling of thin square web : part. 2 post buckling behavior at cyclic loading

SUZUKI Takuya, IKARASHI Kikuo, SHIMIZU Makoto

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004 795 - 796 2004.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22396 The effect that twist rigidity of flange give elastic buckling strength of web under bending and shear

WAN Tao, IKARASI Kikuo, SUZUKI Takuya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004 791 - 792 2004.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22263 A Study on Slip Behavior and Evaluation of Slip Strength of High Strength Zigzag Bolted Friction Joints

TORIKAI Shunichiro, IKARASHI Kikuo, SUZUKI Toshiro, MAKINO Toshio

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004 525 - 526 2004.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22397 A study on behavior after shear buckling of thin square web : Part 1 The large deformation behavior on loading into one direction

SHIMIZU Makoto, IKARASHI Kikuo, SUZUKI Takuya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004 793 - 794 2004.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22399 Buckling Behavior of Thin Square Panels in Nonlinear Material Range

IKARASHI Kikuo, HASHIMOTO Yasuaki, TORIKAI Shunichiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004 797 - 798 2004.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22336 A Study on Statical Characteristics of H-shaped beam to Box-shaped-column for Steel Frames

IIDA Tomohiro, IKARASHI Kikuo, SUZUKI Toshiro, KANEKO Hirofumi, YANASE Hirotomo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2004 671 - 672 2004.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
BUCKLING BEHAVIOR AND MAXIMUM STRENGTH OF SUQUARE THIN PLATES IN NONLINEAR MATERIAL RANGE

KIARASHI Kikuo, HASHIMOTO Yasuaki

Journal of Structural and Construction Engineering (Transactions of AIJ) 69 ( 584 ) 169～176 - 176 2004

　More details

Language：Japanese Publisher：Architectural Institute of Japan

There are various kinds of stress-strain relationship depending on the type of metal. However, regardless of the material used, the same evaluation method applies when estimating the maximum strength of thin panels after shear buckling. Therefore, in this study, the non-linearity of material properties is the factor considered in the evaluation method of maximum strength. The post buckling strength of square thin panels under pure shear stress is estimated by numerical analysis and the maximum strength is evaluated using the method as proposed in this study. Large deformation behavior of web with flange under bending shear stress is also investigated.

DOI： 10.3130/aijs.69.169_1

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=181906
22262 A Study on Mechanical Proparties of Aluminum Alloy : Part.2 Shear test

HASHIMOTO Yasuaki, SUZUKI Toshiro, IKARASHI Kikuo, SOMEYA Tomoyuki, HAMANO Hidemitsu

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003 523 - 524 2003.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22319 Buckliing Strength of clumped plate under bending shear stress

SUZUKI Takuya, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003 637 - 638 2003.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22400 A Study on Slip Behavior and Evaluation of Slip Strength of High Strength Bolted Friction Joints : Part2 Models of The decrease of bolt axial force and Evaluation of Slip Strength

MAKINO Toshio, IKARASHI Kikuo, SUZUKI Toshiro, GEJO Akira, TORIKAI Shunichiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003 799 - 800 2003.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22399 A Study on Slip Behavior and Evaluation of Slip Strength of High Strength Bolted Friction Joints : Part1 The Basic Characteristic of Slip Behavior of High Strength Bolted Friction Joints

TORIKAI Shunichiro, IKARASHI Kikuo, SUZUKI Toshiro, MAKINO Toshio, GEJO Akira

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003 797 - 798 2003.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22479 A Study on Behavior and Strength Estimate Expression of Connection Panels of H-Section Members : Part 1 The Influence on Boundary Properties of Panel

KAWAMOTO Hiroki, SUZUKI Toshiro, IKARASHI Kikuo, KANEKO Hirofumi, AONO Masahiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003 957 - 958 2003.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22261 A Study on Mechanical Proparties of Aluminum Alloy : Part.1 Tension test

IKARASHI Kikuo, SUZUKI Toshiro, SOMEYA Tomoyuki, HAMANO Hidemitsu, HASHIMOTO Yasuaki

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003 521 - 522 2003.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22480 A Study on Behavior and Strength Estimate Expression of Connection Panels of H-Section Members : Part 2 Strength Estimate Expression

KANEKO Hirofumi, SUZUKI Toshiro, IKARASHI Kikuo, AONO Masahiro, KAWAMOTO Hiroki

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003 959 - 960 2003.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22299 Improvement of Plastic Deformation Capacity of H-shaped Steel Member : Part 1 Post Buckling Behavior of Shear Panels

HASHIMURA Kazuhiko, KANEKO Hirofumi, IKARASHI Kikuo, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003 597 - 598 2003.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22300 Improvement of Plastic Deformation Capacity of H-shaped Steel Member : Part2 Cyclic Loading Experiment

IIDA Tomohiro, SUZUKI Toshiro, IKARASHI Kikuo, OZAKI Hitoshi, FUNABA Taku

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003 599 - 600 2003.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22301 Improvement of Plastic Deformation Capacity of H-shaped Steel Member : Part3 Influence of reinforcement

OZAKI Hitoshi, SUZUKI Toshiro, IKARASHI Kikuo, FUNABA Taku, IIDA Tomohiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003 601 - 602 2003.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22302 Improvement of Plastic Deformation Capacity of H-shaped Steel Member : Part4 Case of Stainless Steel

OKAMOTO Testumi, SUZUKI Toshiro, IKARASHI Kikuo, KAWAMOTO Hiroki

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2003 603 - 604 2003.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
THE PROPERTY OF H-SHAPED STEEL BEAMS AFFECTED BY BOUNDARY AND STRESS CONDITION AT BEAM ENDS

SUZUKI Toshiro, IKARASHI Kikuo, TSUNEKI Yasuhiro

Journal of Structural and Construction Engineering (Transactions of AIJ) 68 ( 563 ) 185～192 - 192 2003

　More details

Language：Japanese Publisher：Architectural Institute of Japan

This study considers the influence which a plastic hinge position and rotation capacity affect the plastic deformation capacity of a beam. The position and rotation capacity of plastic hinge are changed according to beam end boundary condition. It is shown clearly that the plastic hinge is formed in position separated from the bending stress reduction domain, and the rotation capacity of plastic hinge is influenced by web local buckling strength. Finally, the plastic deformation capacity and maximum load of beam are estimated by the position of plastic hinge and the ratio of shear stress to bending stress.

DOI： 10.3130/aijs.68.185_1

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=181208
A METHOD FOR EVALUATION OF ELASTIC BUCKLING STRENGTH OF PLATE UNDER BENDING SHEAR AND AXIAL FORCE

IKARASHI Kikuo, SUZUKI Takuya

Journal of Structural and Construction Engineering (Transactions of AIJ) 68 ( 573 ) 209～216 - 216 2003

　More details

Language：Japanese Publisher：Architectural Institute of Japan

The purpuse of this study is to derive the expression to evaluate a elastic buckling strength of palte under bending shear and axial force. The evaluation of buckling strength of this plate has been perfomed by considering this plate as the plate under equal-bending, pure shear and compression stress. However, in the plate under bending shear and axial force, bending won't become equal-bending. Moreover, the present evaluation method is not enough in the point to separate bending stress and shear stress. Because, in the plate under bending shear and axial force, bending stress and shear stress are mutually in the relation of not independence but inseparability. Though a lot of this contradiction, the validity is hardly verified. So, in this paper, the validity of the present evaluation is verified. And new method of evaluation for elastic buckling strength of palte under bending shear and axial force is proposed

DOI： 10.3130/aijs.68.209

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=181546
接合部構成要素の塑性化状態を考慮した高力ボルト摩擦接合部のすべり耐力評価に関する研究

鈴木敏郎, 五十嵐規矩夫, 牧野俊雄, 下條晃

日本建築学会構造系論文集 ( 573 ) 210～208 - 208 2003

　More details

Language：Japanese

DOI： 10.3130/aijs.68.201

researchmap
THE EFFECT THAT BOUNDARY CONDITION GIVES ELASTIC BUCKLING STRENGTH OF WEB PLATE UNDER BENDING AND SHEAR

IKARASHI Kikuo, SUZUKI Takuya

Journal of Structural and Construction Engineering (Transactions of AIJ) 68 ( 571 ) 145～152 - 152 2003

　More details

Language：Japanese Publisher：Architectural Institute of Japan

There are a lot of uncertain points about behavior of web plate of H-shaped beam under bending and shear. Especialy, enough consideration is not performed for effect that boundary condition gives buckling. But, It is important to understand the effect that boundary condition gives elastic buckling of plate under bending and shear for treating plate buckling. The purpuse of this study is to understand the effect that boundary condition gives elastic buckling of palte under bending and shear. For this purpuse, buckling behavior of simply suppurted plate and clumped plate are calculated. And the effect that these boundary conditiones give buckling behavior is showed. In addition, by comparing it with the result of FEM analysis of H-shped beam, it is considered the effect that boundary condition of real beam gives bukling behavior.

DOI： 10.3130/aijs.68.145_4

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=181466
IMPROVEMENT OF PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAM WITH FLAT BAR ON NEUTRAL AXIS

SUZUKI Toshiro, IKARASHI Kikuo, SATSUKAWA Keiichi, TSUTSUMI Kouichirou, HASHIMOTO Kouji

Journal of Structural and Construction Engineering (Transactions of AIJ) 68 ( 574 ) 219～225 - 225 2003

　More details

Language：Japanese Publisher：Architectural Institute of Japan

In this study, to improve the plastic deformation capacity, flat bars are attached on the neutral axis of the beam with slender web plate. Plastic deformation capacity of this beam is considered. The calculation method of flat bar cross-section area is shown for the target of plastic deformation capacity of beams. Flat bar length regards to the ratio of shear strength to bending strength of a beam. It is possible to make web local buckling concentricity at the beam end by the flat bar at the beam end, and it leads to improvement in plastic deformation capacity.

DOI： 10.3130/aijs.68.219

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=181588
不均等曲げせん断力を受けるH形鋼梁ウエブの座屈耐力評価ー周辺単純支持平板としての弾性座屈耐力評価ー

五十嵐規矩夫

日本建築学会構造系論文集 565 ( 565 ) 135～141 - 141 2003

　More details

Language：Japanese

DOI： 10.3130/aijs.68.135_2

researchmap
AN ANALYTICAL METHOD FOR ELASTIC BUCKLING STRENGTH OF CLUMPED PLATE UNDER UNEQUAL BENDING AND SHEAR

IKARASHI Kikuo, SUZUKI Takuya

Journal of Structural and Construction Engineering (Transactions of AIJ) 68 ( 571 ) 137～144 - 144 2003

　More details

Language：Japanese Publisher：Architectural Institute of Japan

In the past, various researches are performed about buckling of plate. But, about clumped plate under combine stress, few researches are performed. Because it is diffecult to consider both clumped condition and combine stress. However, the buckling shape of beam is alike the one of clumped plate. So, it is important to understand buckling of clumped plate under unequal bending and shear owing to understanding the buckling behavior. The purpose of this study is to show the method for elastic buckling strength of clumped plate under unequal bending and shear. For this problem, new function of deflection is proposed. And, energy method with it is proposed as method for this buckling problem. It is showed that it is easy to understand buckling strength and shape of clumped plate under combined stress with this method.

DOI： 10.3130/aijs.68.137_3

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=181465
母材塑性化領域における高力ボルト摩擦接合のすべり耐力に関する研究

鈴木敏郎, 五十嵐規矩夫, 牧野俊雄, 常木康弘

日本建築学会構造系論文集 565 ( 565 ) 119～126 - 126 2003

　More details

Language：Japanese

researchmap
22235 A Study on Improvement of Plastic Deformation Capacity of H-shaped Steel Beams with Large Depth-thickness Raito by Reinforcing on Neutral Axis

TSUTSUMI Kouichirou, AZUMA Takeshi, HASHIMOTO Koji, IKARASHI Kikuo, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002 469 - 470 2002.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22240 The Property of H-Shaped Steel Beams Affected by Boundary and Stress Condition at Beam Ends : Part 1 Property of H-Shaped Steel Beams with Cover Plate

IKARASHI kikuo, TSUNEKI Yasuhiro, SETO Kohei, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002 479 - 480 2002.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22245 A Study on Shear Force Transmission Mechanism of H-Shaped Steel Beams with Web Opening

SUZUKI Takuya, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002 489 - 490 2002.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22365 Cyclic Loading Tests of Beam-to-Column Connections for Steel Frames : Part 1 Cyclic Loading Tests

KAWAMOTO Hiroki, KANEKO Hirofumi, IKARASHI Kikuo, SUZUKI Toshiro, AONO Masahiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002 729 - 730 2002.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22366 Cyclic Loading Tests of Beam-to-Column Connections for Steel Frames : Part 2 Making Recurrence Curve

AONO Masahiro, KANEKO Hirofumi, IKARASHI Kikuo, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002 731 - 732 2002.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22477 Slip Behavier and Evaluation of Slip Strength of High Strength Bolted Friction Joints under Cyclic Loading : A Study on Slip Behavier of High Strength Bolted Friction Joints Part 2

GEJO Akira, MAKINO Toshio, IKARASHI Kikuo, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002 953 - 954 2002.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22478 A Study on Statical Characteristic of High Strength Bolted Friction Joints with Hight Friction Coefficien Plates

MAKINO Toshio, GEJO Akira, IKARASHI Kikuo, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002 955 - 956 2002.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22238 Plastic Deformation Capacity of Boundary Beams which has Truss Reinforcement : Shear Reinforcement of Boundary Beams Part 3

FUKAZAWA Takashi, KUBODERA Isao, IKARASHI Kikuo, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002 475 - 476 2002.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22241 The Property of H-Shaped Steel Beams Affected by Boundary and Stress Condition at Beam Ends : Part 2 Factor Affecting the Deformation Behavior and Evaluation of the Plastic Deformation Capacity

TSUNEKI Yasuhiro, IKARASHI kikuo, SETO Kohei, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002 481 - 482 2002.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22237 Behavior of Plastic Deformation Capacity of Boundary Beams which has Neutral Axis Reinforcement : Shear Reinforcement of Boundary Beams Part 2

OZAKI hitoshi, TSUNEKI Yasuhiro, IKARASHI Kikuo, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002 473 - 474 2002.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22236 Experiment for Confirming the Effect of Reinforcement of Boundary Beams on Neutral Axis : Shear Reinforcement of Boundary Beams Part 1

FUNABA Taku, SATSUKAWA Keiichi, IKARASHI Kikuo, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2002 471 - 472 2002.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A STUDY ON ELASTO-PLASTIC SHEAR BUCKLING BEHAVIOR OF WEB PLATE

SUZUKI Toshiro, IKARASHI Kikuo, TSUNEKI Yasuhiro

Journal of Structural and Construction Engineering (Transactions of AIJ) 67 ( 556 ) 151 - 158 2002

　More details

Language：Japanese Publisher：Architectural Institute of Japan

In this study, shear buckling behavior of web plate is investigated. First, it is shown that web elasto-plastic buckling strength in shear stress is not influenced by flange flame stiffness. This boundary condition by flange plate is close to clamped condition. Secondary, the influence of bending stress to web plate shear buckling is investigated. As a result, it is shown that the web shear buckling strength is decreased by bending stress. In addition, the web shear buckling strength is estimated by the index showing the plastic region in web plate.

DOI： 10.3130/aijs.67.151_1

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=180926
A Study on Elasto-Plastic Shear Buckling Behavior of Web Plate

鈴木敏郎, 五十嵐規矩夫, 常木康弘

JURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING (Transaction of AIJ) 67 ( 556 ) 151 - 158 2002

　More details

Language：Japanese Publisher：Architectural Institute of Japan

In this study, shear buckling behavior of web plate is investigated. First, it is shown that web elasto-plastic buckling strength in shear stress is not influenced by flange flame stiffness. This boundary condition by flange plate is close to clamped condition. Secondary, the influence of bending stress to web plate shear buckling is investigated. As a result, it is shown that the web shear buckling strength is decreased by bending stress. In addition, the web shear buckling strength is estimated by the index showing the plastic region in web plate.

DOI： 10.3130/aijs.67.151_1

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=180926
22289 Ultimate Strength and Plastic Deformation Capacity of H-Shaped Steel Beams under Shear Bending : Part1. The Factor Affecting the Ultimate Strength of Beams

OZAKI Hitoshi, SUZUKI Toshiro, IKARASHI Kikuo, TSUNEKI Yasuhiro, TAMURA Kinya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 577 - 578 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22491 A Sutdy on Slip Behavier of High Strength Bolted Friction Joints

MAKINO Toshio, SUZUKI Toshiro, IKARASHI Kikuo, TSUNEKI Yasuhiro, OZAKI Hitoshi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 981 - 982 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22282 Experiment for confirming the effect of attaching with flat bar on neutral axis : Reinforcing on H-shaped steel beam neutral axis Part 3

TSUTSUMI Kouichirou, SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi, KAWAKAMI Syunji, HASHIMOTO Koji

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 563 - 564 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22284 A study on lateral buckling behavior of steel beams under eccentric loading : Part2 Lateral buckling behavior of double web-shaped beams

ISHIHARA Masaki, SUZUKI Toshiro, IKARASHI Kikuo, SATSUKAWA Keiichi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 567 - 568 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22291 Shear Buckleng Behavior of H-Shaped Steel Beams Web

SETO Kohei, SUZUKI Toshiro, IKARASHI Kikuo, TSUNEKI Yasuhiro, ONISHI Ko

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 581 - 582 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22285 A study on lateral buckling behavior of steel beams under eccentric loading : Part3 Estimate for lateral buckling strength by equivalent slenderness ratio

SATSUKAWA Keiichi, SUZUKI Toshiro, IKARASHI Kikuo, ISHIHARA Masaki

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 569 - 570 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22281 Improvement of plastic deformation capacity of H-shaped steel beam with flat bar on neutral axis : Reinforcing on H-shaped steel beam neutral axis Part 2

HASHIMOTO Koji, SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi, TSUTSUMI Kouichirou

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 561 - 562 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22276 A Mechanism of Conveying Shear Force in Beams with Web Opening : A New Method for Stiffening Steel Beam with Web Opening, Part2

SUZUKI Takuya, SUZUKI Toshiro, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 551 - 552 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22280 Reinforcing on H-shaped steel beam neutral axis

IKARASHI Kikuo, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 559 - 560 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22283 A study on lateral buckling behavior of steel beams under eccentric loading : Part1 Lateral buckling behavior of H-shaped steel beams

GEJO Akira, SUZUKI Toshiro, IKARASHI Kikuo, SATSUKAWA Keiichi, ISHIHARA Masaki

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 565 - 566 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22278 Possibility of Stiffening for Various Openings : A New Method for Stiffening Steel Beam with Web Opening, Part4

KIRIHARA Hideaki, SUZUKI Toshiro, IKARASHI Kikuo, SUZUKI Takuya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 555 - 556 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22277Effectiveness of Stiffener Given to One Side of Web : A New Method for Stiffening Steel Beam with Web Opening, Part3

FUNABA Taku, SUZUKI Toshiro, IKARASHI Kikuo, SUZUKI Takuya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 553 - 554 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22440 A Study on Statical Charactaristics of Beam-to-Column Connections for Steel Frames : Part2 - Deformation and Buckling Properties

YANASE Hirotomo, SUZUKI Toshiro, IKARASHI Kikuo, KANEKO Hirofumi, KOBAYASHI Michikazu, AONO Masahiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 879 - 880 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22439 A Study on Statical Charactaristics of Beam-to-Column Connections for Steel Frames : Part1- Basic Properties

AONO Masahiro, SUZUKI Toshiro, IKARASHI Kikuo, KANEKO Hirofumi, NAKAYAMA Nobuo, ONO Yoshinobu

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 877 - 878 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22290 Ultimate Strength and Plastic Deformation Capacity of H-Shaped Steel Beams under Shear Bending : Part2. Evaluation of Plastic Deformation

TSUNEKI Yasuhiro, SUZUKI Toshiro, IKARASHI Kikuo, TAMURA Kinya, SETO Kohei

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 579 - 580 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
22279 Confirmation Experiment of Stiffening Method According to Exection Design : A New Method for Stiffening Steel Beam with Web Opening, Part5

AZUMA Takeshi, SUZUKI Toshiro, IKARASHI Kikuo, TUTUMI Kouichiro, SATOU Kazuhiro, SUZUKI Takuya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2001 557 - 558 2001.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
せん断曲げを受けるH形鋼梁の崩壊形式と塑性変形能力に関する研究

鈴木敏郎, 五十嵐規矩夫, 常木康弘

日本建築学会構造系論文集 547 ( 547 ) 185 - 191 2001

　More details

DOI： 10.3130/aijs.66.185

researchmap
A STUDY ON COLLAPSE MODE AND PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS UNDER SHEAR BENDING

鈴木敏郎, 五十嵐規矩夫, 常木康弘

JURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING (Transaction of AIJ) ( 547 ) 185 - 191 2001

　More details

Language：Japanese

DOI： 10.3130/aijs.66.185

researchmap
A Study on Plsastic Deformation Behavior of H-shaped Steel Beams with Large Depth-thickness Ratio with Cover Plates : Part2 The Effect of Cover Plates on One Side of Web

AZUMA Takeshi, SUZUKI Toshiro, IKARASHI Kikuo, Tutumi koitiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000 485 - 486 2000.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Evaluation of Plastic Deformation Capacity of H-shaped Steel Beam Considering the Influence of Shear Stress : Part1. A Property of Plastic Defomation of H-shaped Beam with large width-thickness ratio of web

ONISHI Ko, SUZUKI Toshiro, IKARASHI Kikuo, TSUNEKI Yasuhiro, ISHII Hideaki

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000 487 - 488 2000.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Evaluation of Plastic Deformation Capacity of H-shaped Steel Beam Considering the Influence of Shear Stress : Part2. Evaluation of Plastic Deformation

TSUNEKI Yasuhiro, SUZUKI Toshiro, IKARASHI Kikuo, ISHII Hideaki

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000 489 - 490 2000.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Estimate for Plastic Deformation Capacity of Steel Members Considering Moment Gradient

SATSUKAWA Keiichi, SUZUKI Toshiro, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000 491 - 492 2000.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Behavior of Eccentrically Jointed Space Truss Grids with Shear Panels under Cyclic Loading

IMAI Ichiro, Suzuki Toshiro, IKARASHI Kikuo, ISHIHARA Tadashi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures 2000 969 - 970 2000.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Strength and Deformation Characteristics of High Strength Bolted Friction Type Beam Joints : Part1 Experiment Outline and Primary Structural Properties

MAKINO Toshio, SUZUKI Toshiro, IKARASHI Kikuo, OZAKI Hitoshi, NAKAZAWA Tetsuya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000 577 - 578 2000.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Capacity of H-shaped Stiffened Beams with Web Opening : Part 1 Proposition and Fundamental Concept of Stiffening Method for Web Opening

IKARASHI Kikuo, SUZUKI Toshiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000 505 - 506 2000.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Capacity of H-shaped Stiffened Beams with Web Opening : Part 2 Enbodiment and Effect of Stiffening Method

SUZUKI Takuya, SUZUKI Toshiro, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000 507 - 508 2000.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Strength and Deformation Characteristics of High Strength Bolted Friction Type Beam Joints : Part2 Evaluation of Sliding Strength

TAMURA Kinya, SUZUKI Toshiro, IKARASHI Kikuo, NAKAZAWA Tetsuya

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000 579 - 580 2000.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Behavior of H-shaped Steel Beams with Large Depth-thickness Ratio with Cover Plates : Part1 The Effect of Cover Plates on Web

HASHIMOTO Koji, SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 2000 483 - 484 2000.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A EXPERIMENTAL STUDY ON STATICAL CHARACTERISTICS OF CONDREATE-FILLED CIRCULAR TUBULAR BRANCH JOINTS

JURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING (Transaction of AIJ) ( 538 ) 155 - 162 2000

　More details

researchmap
A Study on Structural Properties of Truss Beams with Eccentric Joints under The Cyclic Load

SUZUKI Toshiro, IKARASHI Kikuo, IMAI Ichiro, ISHIHARA Tadashi

Jurnal of Structural and Construction Engineering (Transaction of AIJ) 65 ( 530 ) 191 - 198 2000

　More details

Language：Japanese Publisher：Architectural Institute of Japan

In this study, hysteretic characteristics of eccentric jointed truss beams under the cyclic load are investigated by experiments. It is clear that eccentric joints control the buckling of chord member. Chord member buckling deformation is not large easily under cyclic load for eccentric joints. So eccentric jointed truss beams have very stable hysteretic characteristic. And the eccentric jointed truss beams with shear panels are investigated. As a results, it is clear that the shear panels improve the hysteretic characteristic of truss beams. Because the diagonal tension occurs at effective and stable direction in shear panels under cyclic load.

DOI： 10.3130/aijs.65.191_1

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=180016
Estmate for Plastic Deformation Capacity of Steel Members with Moment Gradient Reflected Material Properies

SUZUKI Toshiro, IKARASHI Kikuo, SATSUKAWA Keiichi

Jurnal of Structural and Construction Engineering (Transaction of AIJ) 65 ( 537 ) 129 - 134 2000

　More details

Language：Japanese Publisher：Architectural Institute of Japan

We suggested tangent modulus which reflected on plastic region and yield stress, then estimated plastic deformation capacity by width-thickness ratio of flange which was modified by this factor However, though we examined about members under pure bending stress, we didn't examine about members with moment gradient. Then ih this study, we examined the possibility to adapt our suggested method for members with moment gradient. And we examined that difference of moment gradient influence plastic deformation capacity of members Lastly we attempted to estimate plastic deformation capacity of members by modified width-thickness ratio besides moment gradient

DOI： 10.3130/aijs.65.129_4

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=180265
A Study on Estimate for Plastic Deformation Capacty of Steel Members Reflected Material Properties

SUZUKI Toshiro, IKARASHI Kikuo, SATSUKAWA Keiichi

Jurnal of Structural and Construction Engineering (Transaction of AIJ) 65 ( 535 ) 157 - 162 2000

　More details

Language：Japanese Publisher：Architectural Institute of Japan

This paper describes estimation method for plastic deformation capacity of steel members. When we estimate steel members with present recommendation, it is difficult to say that we can estimate plastic deformation capacity of steel member between some kinds of steel. Because this recommendation do not consider modulus in plastic region. So we suggest new recommendation to contain the factor of material properties in the plastic region. We compare the estimate method of this study with the estimate method of the present recommendation. As a result, the method of this study is showing a good correspondence between some kinds of steel.

DOI： 10.3130/aijs.65.157_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=180196
Estmate for Plastic Deformation Capacity of Steel Members with Moment Gradient Reflected Material Properies

鈴木敏郎, 五十嵐規矩夫, 薩川恵一

Jurnal of Structural and Construction Engineering (Transaction of AIJ) 65 ( 537 ) 129 - 134 2000

　More details

Language：Japanese Publisher：Architectural Institute of Japan

We suggested tangent modulus which reflected on plastic region and yield stress, then estimated plastic deformation capacity by width-thickness ratio of flange which was modified by this factor However, though we examined about members under pure bending stress, we didn't examine about members with moment gradient. Then ih this study, we examined the possibility to adapt our suggested method for members with moment gradient. And we examined that difference of moment gradient influence plastic deformation capacity of members Lastly we attempted to estimate plastic deformation capacity of members by modified width-thickness ratio besides moment gradient

DOI： 10.3130/aijs.65.129_4

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=180265
A EXPERIMENTAL STUDY ON STATICAL CHARACTERISTICS OF CONDREATE-FILLED CIRCULAR TUBULAR BRANCH JOINTS

鈴木敏郎, 五十嵐規矩夫, 金子洋文, 樋口満, 平出享常木

JURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING (Transaction of AIJ) 65 ( 538 ) 155 - 162 2000

　More details

Language：Japanese Publisher：Architectural Institute of Japan

In this paper, the behavior of the concrete filled circuler tube Y branch joint are investigated. The strength of branch joint and the collapse mode are clearly by the experiment. As a result, the stiffness and yield strength of the concrete filled branch joint are increased extremely. And the concrete filled branch joint is collapsed by the fracture at the obtuse angle side. According to circumstances, the branch broken decided the collapse mode and the ultimate strength. And the ultimate strength is greater by the compression force in the main pipe. Finally, the strength estimation is shown.

DOI： 10.3130/aijs.65.155_3

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=180299
A Study on Estimate for Plastic Deformation Capacty of Steel Members Reflected Material Properties

鈴木敏郎, 五十嵐規矩夫, 薩川恵一

Jurnal of Structural and Construction Engineering (Transaction of AIJ) 65 ( 535 ) 157 - 162 2000

　More details

Language：Japanese Publisher：Architectural Institute of Japan

This paper describes estimation method for plastic deformation capacity of steel members. When we estimate steel members with present recommendation, it is difficult to say that we can estimate plastic deformation capacity of steel member between some kinds of steel. Because this recommendation do not consider modulus in plastic region. So we suggest new recommendation to contain the factor of material properties in the plastic region. We compare the estimate method of this study with the estimate method of the present recommendation. As a result, the method of this study is showing a good correspondence between some kinds of steel.

DOI： 10.3130/aijs.65.157_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=180196
A Study on Structural Properties of Truss Beams with Eccentric Joints under The Cyclic Load

鈴木敏郎, 五十嵐規矩夫, 今井一郎, 石原直

Jurnal of Structural and Construction Engineering (Transaction of AIJ) 65 ( 530 ) 191 - 198 2000

　More details

Language：Japanese Publisher：Architectural Institute of Japan

In this study, hysteretic characteristics of eccentric jointed truss beams under the cyclic load are investigated by experiments. It is clear that eccentric joints control the buckling of chord member. Chord member buckling deformation is not large easily under cyclic load for eccentric joints. So eccentric jointed truss beams have very stable hysteretic characteristic. And the eccentric jointed truss beams with shear panels are investigated. As a results, it is clear that the shear panels improve the hysteretic characteristic of truss beams. Because the diagonal tension occurs at effective and stable direction in shear panels under cyclic load.

DOI： 10.3130/aijs.65.191_1

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=180016
せん断パネルを配置した偏心トラス梁の力学特性に関する研究

鈴木敏郎, 五十嵐規矩夫, 今井一郎, 石原直

日本建築学会構造系論文集 ( 526 ) 185 - 192 1999

　More details

Language：Japanese

DOI： 10.3130/aijs.64.185_2

researchmap
鋼構造部材の塑性変形能力に及ぼす鋼素材特性の影響

鈴木敏郎, 五十嵐規矩夫, 薩川恵一

日本建築学会構造系論文集 517 ( 517 ) 141 - 148 1999

　More details

researchmap
A STUDY ON PLASTIC DEFORMATION CAPACITY OF 590N/mm^2^ HIGH STRENGTH STEEL BEAMS WITH LARGE DEPTH-THICKNESS RATIO

鈴木敏郎, 五十嵐規矩夫, 東武史, 薩川恵一

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING 64 ( 522 ) 113 - 119 1999

　More details

Language：Japanese Publisher：Architectural Institute of Japan

This study shows that the 590N/mm^2 high strength steel beam with large depth-thickness ration has enough plastic deformation capacity. 590N/mm^2 high strength steel used in this study has little yield plateau and high modulus at strain hardening region. To begin with, plate local buckling behavior of this steel beam is investigated and compared with that of normal high strength steel beams. Next, large deformation behavior and collapse mode are examined, and plastic deformation capacity is evaluated by using plate thickness ratio. Finally, a limit of shear span ratio that beam is collapsed by web shear buckling is shown.

DOI： 10.3130/aijs.64.113_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=179729
A STUDY ON COLLAPSE MODE AND PLASTIC DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAM CONNECTED TO BOX COLUMN

鈴木敏郎, 五十嵐規矩夫, 東武史, 吉成裕

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING 64 ( 517 ) 133 - 140 1999

　More details

Language：Japanese Publisher：Architectural Institute of Japan

In this study, the collapse mode and the plastic deformation capacity of 590N/mm^2 high strength steel beam with scallops connected to box column is investigated by the monotonic loading test and the numerical analysis. And the stress transfer quantity from beam web to column is investigated too. It is clear that this quantity is influenced by column plate thickness greatly and not depend on the web thickness. As a result, if this quantity is small, beam collapses with fracture. Particularly, beam that has thick web plate is easy to collapse with fracture, and the plastic deformation capacity becomes small.

DOI： 10.3130/aijs.64.133_1

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=179571
A STUDY ON COLLAPSE MODE AND PLASTIC DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAM CONNECTED TO BOX COLUMN

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 517 ) 133 - 140 1999

　More details

researchmap
THE INFLUENCE OF MATERIAL PROPERTIES ON THE PLASTIC DEFORMATION CAPACITY OF STEEL MEMBERS

鈴木敏郎, 五十嵐規矩夫, 薩川恵一

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 517 ) 141 - 148 1999

　More details

Language：Japanese

DOI： 10.3130/aijs.64.141_1

researchmap
A STUDY ON PLASTIC DEFORMATION CAPACITY OF 590N/mm^2 HIGH STRENGTH STEEL BEAMS WITH LARGE DEPTH-THICKNESS RATIO

SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi, SATSUKAWA Keiichi

Journal of Structural and Construction Engineering (Transactions of AIJ) 64 ( 522 ) 113 - 119 1999

　More details

Language：Japanese Publisher：Architectural Institute of Japan

This study shows that the 590N/mm^2 high strength steel beam with large depth-thickness ration has enough plastic deformation capacity. 590N/mm^2 high strength steel used in this study has little yield plateau and high modulus at strain hardening region. To begin with, plate local buckling behavior of this steel beam is investigated and compared with that of normal high strength steel beams. Next, large deformation behavior and collapse mode are examined, and plastic deformation capacity is evaluated by using plate thickness ratio. Finally, a limit of shear span ratio that beam is collapsed by web shear buckling is shown.

DOI： 10.3130/aijs.64.113_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=179729
ウエブ幅厚比の大きな高張力鋼梁の大変形挙動に関する研究

鈴木敏郎, 五十嵐規矩夫, 東武史, 薩川恵一

日本建築学会構造系論文集 ( 504 ) 95 - 101 1998

　More details

researchmap
スカラップを有する高張力鋼梁の塑性変形能力に及ぼす板要素形状の影響に関する研究

鈴木敏郎, 五十嵐規矩夫, 東武史, 森川龍太郎

日本建築学会構造系論文集 ( 507 ) 155 - 162 1998

　More details

researchmap
A STUDY ON LARGE DEFORMATION BEHAVIOR OF HIGH STRENGTH STEEL BEAMS

鈴木敏郎, 五十嵐規矩夫, 東武史, 薩川恵一

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 504 ) 95 - 101 1998

　More details

Language：Japanese

DOI： 10.3130/aijs.63.95_1

researchmap
A STUDY ON EFFECT OF PLATE SHAPE ON LARGE DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAMS WITH SCALLOPS

鈴木敏郎, 五十嵐規矩夫, 東武史, 森川龍太郎

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 507 ) 155 - 162 1998

　More details

Language：Japanese

DOI： 10.3130/aijs.63.155_2

researchmap
A Study on Plastic Deformation Capacity of High Strength Steel Beams with Large Depth-thickness Ratio : Part2 A Experimental Study on Primary Structual Properties of Beams

SATSUKAWA Keiichi, SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1997 617 - 618 1997.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Study on Plastic Deformation Capacity of H-shaped High-Strength Steel Beams with Scallops : (Part1. )An outline of Experiments And Collapse Forms

YOSHINARI Yutaka, SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi, MORIKAWA Ryoutarou

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1997 443 - 444 1997.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Study on Plastic Deformation Capacity of H-shaped High-Strength Steel Beams with Scallops : Part2. Influence of Sectional Shape on Plastic Deformation Capacity

LEE Seidai, SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi, MORIKAWA Ryoutarou

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1997 445 - 446 1997.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Eccentric Compression Test of R/C Column with Partial Hoop Arrangement : A New Method to Improve the Ductility of R/C Column by Inducing Horizontal Cracks Part3

IKARASHI Kikuo, SUZUKi Toshiro, MIYASHITA Shin-ichi, HORI Yasuhiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures 1997 109 - 110 1997.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Eccentric Compression Test of R/C Column using Outside Precast Concrete Pieces : A New Method to Improve the Ductility of R/C Column by Inducing Horizontal Cracks Part12

HORI Yasuhiro, SUZUKI Toshiro, IKARASHI Kikuo, MIYASHITA Shin-ichi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-2, Structures IV, Reinforced concrete structures prestressed concrete structures masonry wall structures 1997 107 - 108 1997.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Capacity of High Strength Steel Beams with Large Depth-thickness Ratio : Part3 Collapse Forms and Evaluation of Plastic Deformation Capacity

KOGURE Kousuke, SUZUKI Toshiro, IKARASHI Kikuo, AZUMA Takeshi, SATSUKAWA Keiichi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1997 619 - 620 1997.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Capacity of High Strength Steel Beams with Large Depth-thickness Ratio : Part1 Purpose and Outline of This Study

AZUMA Takeshi, SUZUKI Toshiro, IKARASHI Kikuo, SATSUKAWA Keiichi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1997 615 - 616 1997.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Influence of Yield Ratio to Cooapse Mode and Plastic Deformation Capacity of 590N/mm^2 H-shaped strength Steel Beams : Part 1 Coolapse Decided by Buckling

SATSUKAWA Keiichi, SUZUKI Toshiro, OGAWA Tosiyuki, IKARASHI Kikuo, OBATA Manabu

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1996 301 - 302 1996.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Effects of the Yield Ratio on the Behavior and the Energy Absorbing Cpacity of 590N/mm^2 High Strength Steel Members under the Repeated Load : Part 2 Beams

OBATA Manabu, SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI KIKUO, YOSHINARI Yutaka

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1996 307 - 308 1996.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Buckling and post buckling behavior of concrete filled circular steel tubular stub columns under pure axial compression

OHTSUKA Takahiro, SUZUKI Toshiro, MOTOYUI Shojiro, IKARASHI Kikuo, OHTA Hidehiko

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1996 957 - 958 1996.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Effects of the Yield Ratio on the Behavior and the Energy Absorbing Cpacity of 590N/mm^2 High Strength Steel Members under the Repeated Load : Part 1 Characteristic of High Strength Steel

YOSHINARI Yitaka, SUZUKI Toshiro, OGARA Toshiyuki, IKARASHI Kikuo, OBATA Manabu

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1996 305 - 306 1996.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Influence of Yield Ratio to Cooapse Mode and Plastic Deformation Capacity of 590N/mm^2 H-shaped strength Steel Beams : Part 2 Collapse Decided by Ductile Fracture

IKARASHI Kikuo, SUZUKI Toshiro, OGAWA Toshiyuki, OBATA Manabu, SATSUKAWA Keiichi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1996 303 - 304 1996.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Capacity of Cross H Shaped Steel-Concrete Columns : Subuject to Frexual Shear and Compression

KISHI Masato, SUZUKI Toshiro, MOTOYUI Shojiro, IKARASHI Kikuo, HORI Yasuhiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1996 891 - 892 1996.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
PLASTIC DEFORMATION CAPACITY OF H-SHAPED HIGH STRENGTH STEEL BEAMS DEPENDED ON MUTUAL EFFECT OF PLATE LOCAL BUCKLING AND DUCTILE FRACTURE

鈴木敏郎, 小河利行, 五十嵐規矩夫, 小幡学, 小岩和彦

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 481 ) 127 - 135 1996

　More details

Language：Japanese

DOI： 10.3130/aijs.61.127_1

researchmap
フランジ幅厚比の小さな高張力鋼梁の塑性変形性能に関する研究

鈴木敏郎, 小河利行, 五十嵐規矩夫, 小幡学

日本建築学会構造系論文集 ( 486 ) 115 - 123 1996

　More details

researchmap
EFFECTS OF THE YIELD RATIO ON THE BEHAVIOR AND THE ENERGY ABSORBING CAPACITY OF HIGH STRENGTH STEEL BEAMS

鈴木敏郎, 小河利行, 五十嵐規矩夫, 小幡学

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 485 ) 135 - 144 1996

　More details

Language：Japanese

DOI： 10.3130/aijs.61.135

researchmap
A STUDY ON PLASTIC DEFORMATION CAPACITY OF HIGH STRENGTH STEEL BEAMS WITH STOCKY FLANGE PLATE

鈴木敏郎, 小河利行, 五十嵐規矩夫, 小幡学

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 486 ) 115 - 123 1996

　More details

Language：Japanese

DOI： 10.3130/aijs.61.115

researchmap
構成板要素の局部座屈と延性破壊の相互効果を考慮した高張力鋼梁の塑性変形能力評価

鈴木敏郎, 小河利行, 五十嵐規矩夫, 小幡学, 小岩和彦

日本建築学会構造系論文集 481 ( 481 ) 127 - 135 1996

　More details

researchmap
降伏比の異なる高張力鋼を用いたH形鋼梁の繰返し履歴挙動とエネルギー吸収能力

鈴木敏郎, 小河利行, 五十嵐規矩夫, 小幡学

日本建築学会構造系論文集 ( 485 ) 135 - 144 1996

　More details

researchmap
Influence of Yield Ratio to Plastic Deformation Capacity of High-strength Steel Beams : Part1.Primary Structural Properties

SATSUKAWA Keiichi, SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI Kikuo, OBATA Manabu

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1995 195 - 196 1995.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Influence of Yield Ratio to Plastic Deformation Capacity of High-strength Steel Beams : Part2.Estimation of the Plastic Deformation Capacity

OBATA Manabu, SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI Kikuo, SATSUKAWA Keiichi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 1995 197 - 198 1995.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A STUDY ON PLASTIC DEFORMATION BEHAVIOR OF H-SHAPED STEEL BEAMS WITH COVER PLATES ON WEB

JORNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 470 ) 115 - 122 1995

　More details

researchmap
Influence of the Horizontal Stuffiness of the Frame to Buckling Length of a Column in the Frame

KIMURA Mamoru, SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI Kikuo, OHTA Hidehiko

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures 253 - 254 1995

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
局部座屈及び破断の相互効果で決定づけられる高張力鋼梁の塑性変形能力

五十嵐規矩夫

日本建築学会大会学術講演梗概集 207 - 208 1995

　More details

CiNii Books

researchmap
A STUDY ON STRUCTURAL BEHAVIOR OF TUBULAR TRUSS BEAMS WITH MIDDLE CHORD MEMBERS

SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI Kikuo, KIMURA Yoshihiro

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING 60 ( 470 ) 123 - 131 1995

　More details

Language：Japanese Publisher：Architectural Institute of Japan

Tubular truss beams are subject to failure by member buckling or overall buckling of compression chord members. In this case, only one part of the compressive members looses its strength capacity while others remain stable. In this paper, in order to improve the plastic deformation capacity of truss beams, the supplementary members are arranged on the neutral axis of the truss beam and near the buckled compression chord members. The structural behaviors of the proposed truss beam are investigated by experiment and numerical analysis. So, the collapse mechanism and the basic way of arranging the supplementary members are shown.

DOI： 10.3130/aijs.60.123_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=178103
A Study on Plastic Deformation Behavior of H-Shaped Steel Beams with Stiffened Plate Elements

鈴木敏郎, 小河利行, 五十嵐規矩夫, 末岡利之

Journal of Structural and Construction Engineering 60 ( 474 ) 181 - 190 1995

　More details

Language：Japanese Publisher：Architectural Institute of Japan

The deformation capacity of a H-shaped steel member is reduced by the plate local buckling. It is able to increase the deformation capacity if the plate local buckling is prevented. In this paper, H-shaped steel beams with stiffened plate elements are suggested The stiffening members restrict the out-of-plane deformation of plate element. Stiffening members are placed on one side of the compression flange and both sides of the web. While it does not share in the bending stress. So that the deformation capacity of the H-shaped steel beam increases. The effectiveness of stiffening member is shown by experiments and analysis.

DOI： 10.3130/aijs.60.181_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=178230
A Study on Effects of the Yield Ratio on Plastic Deformation Capacity High Strength Steel Beams

鈴木敏郎, 小河利行, 五十嵐規矩夫, 小幡学

Journal of Structural and Construction Engineering ( 476 ) 169 - 176 1995

　More details

Language：Japanese

DOI： 10.3130/aijs.60.169_3

researchmap
A Study on Effects of the Yield Ratio on Plastic Deformation Capacity High Strength Steel Beams

Journal of Structural and Construction Engineering ( 476 ) 169 - 176 1995

　More details

DOI： 10.3130/aijs.60.169_3

researchmap
A STUDY ON PLASTIC DEFORMATION BEHAVIOR OF H-SHAPED STEEL BEAMS WITH COVER PLATES ON WEB

鈴木敏郎, 小河利行, 五十嵐規矩夫

JORNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING 60 ( 470 ) 115 - 122 1995

　More details

Language：Japanese Publisher：Architectural Institute of Japan

The deformation capacity of a H-shaped steel member is reduced by the coupled local buckling. It is, however, obvious that the tension flange and the web are stable at the beginning of the local buckling of the compression flange. In this paper, the new method which the steel cover plates are welded on both sides of the web is suggested. These plates restraint the coupled local buckling and contribute the bending strength after the local buckling. So that the deformation capacity of the H-shaped steel member increases. The effectiveness of these plates is shown by experiments and analysis.

DOI： 10.3130/aijs.60.115_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=178102
A STUDY ON STRUCTURAL BEHAVIOR OF TUBULAR TRUSS BEAMS WITH MIDDLE CHORD MEMBERS

鈴木敏郎, 小河利行, 五十嵐規矩夫, 木村祥裕

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING 60 ( 470 ) 123 - 131 1995

　More details

Language：Japanese Publisher：Architectural Institute of Japan

Tubular truss beams are subject to failure by member buckling or overall buckling of compression chord members. In this case, only one part of the compressive members looses its strength capacity while others remain stable. In this paper, in order to improve the plastic deformation capacity of truss beams, the supplementary members are arranged on the neutral axis of the truss beam and near the buckled compression chord members. The structural behaviors of the proposed truss beam are investigated by experiment and numerical analysis. So, the collapse mechanism and the basic way of arranging the supplementary members are shown.

DOI： 10.3130/aijs.60.123_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=178103
A STUDY ON PLASTIC DEFORMATION BEHAVIOR OF H-SHAPED STEEL BEAMS WITH STIFFENED PLATE ELEMENTS

SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI Kikuo, SUEOKA Toshiyuki

Journal of Structural and Construction Engineering (Transactions of AIJ) 60 ( 474 ) 181 - 190 1995

　More details

Language：Japanese Publisher：Architectural Institute of Japan

The deformation capacity of a H-shaped steel member is reduced by the plate local buckling. It is able to increase the deformation capacity if the plate local buckling is prevented. In this paper, H-shaped steel beams with stiffened plate elements are suggested The stiffening members restrict the out-of-plane deformation of plate element. Stiffening members are placed on one side of the compression flange and both sides of the web. While it does not share in the bending stress. So that the deformation capacity of the H-shaped steel beam increases. The effectiveness of stiffening member is shown by experiments and analysis.

DOI： 10.3130/aijs.60.181_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=178230
Plastic deformation behavior of H-shaped beam-columns with high-strength steel plates on nutral axis

KOIWA Kazuhiko, SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1994 1181 - 1182 1994.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Behavior of H-shaped Hybrid Beam-columns : Part1. Experiment of Hybrid Beam-Columns

MUTA Eiji, SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1994 1183 - 1184 1994.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A Study on Plastic Deformation Behavior of H-shaped Hybrid Beam-columns : Part2. Estimation of the Plastic Deformation Capacity

IKARASHI Kikuo, SUZUKI Toshiro, OGAWA Toshiyuki, MUTA Eiji

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1994 1185 - 1186 1994.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A STUDY ON PLASTIC DEFORMATION BEHAVIOR OF H-SHAPED HYVRID BEAM-COLUMNS

鈴木敏郎, 小河利行, 五十嵐規矩夫

JORNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING 59 ( 465 ) 139 - 146 1994

　More details

Language：English Publisher：Architectural Institute of Japan

The numerical value of plastic deformation capacity of the beam-columns are sufficient for seismic design, if the web plate of H-shaped section member keeps up the strength against the axial force after large deformation. In this paper, making use of the high yield point of high-strength steel, hybrid beam-columns that consists of mild steel flanges connected by a high-strength steel web are proposed. So, a high-strength steel web, effectively, bears the axial force, and mild steel flanges having ductility carry the plastic deformation capacity under high axial force. The plastic deformation behaviors and bending strength are examined by experiments. And estimation of the plastic deformation capacity of hybrid beam-columns are attempted.

DOI： 10.3130/aijs.59.139_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=177966
A STUDY ON PLASTIC DEFORMATION BEHAVIOR OF H-SHAPED HYVRID BEAM-COLUMNS

SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI Kikuo

JORNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING 59 ( 465 ) 139 - 146 1994

　More details

Language：Japanese Publisher：Architectural Institute of Japan

The numerical value of plastic deformation capacity of the beam-columns are sufficient for seismic design, if the web plate of H-shaped section member keeps up the strength against the axial force after large deformation. In this paper, making use of the high yield point of high-strength steel, hybrid beam-columns that consists of mild steel flanges connected by a high-strength steel web are proposed. So, a high-strength steel web, effectively, bears the axial force, and mild steel flanges having ductility carry the plastic deformation capacity under high axial force. The plastic deformation behaviors and bending strength are examined by experiments. And estimation of the plastic deformation capacity of hybrid beam-columns are attempted.

DOI： 10.3130/aijs.59.139_2

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=177966
A study on plastic deformation behavior of steel beam-columns with stiffened flange

Sugino Yoshito

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1993 1469 - 1470 1993.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A study on plastic deformation behavior of H-shaped steel beam-columns with plates on web

Kuba Katsuyuki

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1993 1327 - 1328 1993.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A study on plastic deformation behavior of hybridH-shaped beam-columns

Koiwa Kazuhiko

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1993 1329 - 1330 1993.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A study on mechanical properties of steel pipe truss beems stiffecned by middle chord members

Yamashita Yasuhiko

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1993 1367 - 1368 1993.7

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
ボール接合単層ラチスドームの座屈実験及び弾塑性座屈解析中央集中荷重を受ける部分球形ドームについて

鈴木敏郎, 小河利行, 久保寺勲, 五十嵐規矩夫

日本建築学会構造系論文報告集 ( 444 ) 53 - 62 1993

　More details

researchmap
A study on plastic deformation behavior of H-shaped steel beams with plates on web

Ikarashi Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1455 - 1456 1993

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
EXPERIMENT AND ELASTO-PLASTIC BUCKLING ANALYSIS OF BALLJOINTED SINGLE SAYER RITICULATED DOMES Partial spherical domes under concentrated load

鈴木敏郎, 小河利行, 久保寺勲, 五十嵐規矩夫

Journal of Struct Constr Engng, AIJ ( 444 ) 53 - 62 1993

　More details

Language：Japanese

DOI： 10.3130/aijsx.444.0_53

researchmap
Experimental study of plastic deformation capacity of steal pipe truss beams stiffend by the middle chord members

Honma Michiyasu

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1992 1149 - 1150 1992.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A study improvement of plastic deformation capacity of steel beams : Part1 Experiment

Kimura Yoshihiro

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1992 1151 - 1152 1992.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A study on improvement of plastic deformation capacity of steel beams

Ishida Daizo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1992 1153 - 1154 1992.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID H-SHAPED SHORT-COLUMN

SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI Kikuo

Journal of structural and construction engineering ( 438 ) 147 - 155 1992

　More details

Language：Japanese Publisher：Architectural Institute of Japan

The plate in a structural member is restrained against buckling by the effect of the intersecting plate. It is recognized・ that this resistance of an element depends on the geometry of an intersecting plate. However, it is considered that the material properties of an intersecting plate is a problem one should not ignore. And it has been almost ignored. As the object.of this study, short-column subjected to axtial compression have been chosen, we have investigated the constraint effect of hybrid H-shaped members on local buckling and the plastic local buckling strength; the deformation capacity and the slope of strength inferiority.

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=164260
A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID BEAMS International journal

Toshiro Suzuki, Toshiyuki Ogawa, Kikuo Ikarashi

First International Special Conference on COUPLED INSTABILITIES IN METAL STRUCTURES 19 ( 2-4 ) 337 - 352 1992

　More details

Language：English

DOI： 10.1016/0263-8231(94)90038-8

Web of Science

researchmap
A study on improvement of lateral buckling strength of H-shaped beams

Nakagawa Haruo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1147 - 1148 1992

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Elasto-Plastic Buckling Analysis of Rigidly jointed Single Layer Reticulated Domes

T. Suzuki, T. Ogawa, K. Ikarashi

International Journal of Space Structures 7 ( 4 ) 363 - 368 1992

　More details

Language：English

researchmap
A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID BEAMS

SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI Kikuo

Journal of structural and construction engineering ( 431 ) 25 - 32 1992

　More details

Language：Japanese Publisher：Architectural Institute of Japan

The purpose of this paper is to clarify the local buckling behavior of hybrid beams by experiments and non-linear analysis. As local buckling causes the decrease in deformation capasity of beams, flange plate and web plate interact each other. The structural properties of beams are influenced considerably by this interaction. And this interaction is affected by steel grade used in hybrid beams. In addition, the structural properties of hybrid beams may improve under certain combination of steel grade. So, it is necessary to clarify the effect of steel grade on the local buckling behavior of hybrid beams.

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=164091
A study on improvement of plastic deformation capacity of high-strength steel beams

Ikarashi Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1145 - 1146 1992

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID BEAMS

鈴木敏郎, 小河利行, 五十嵐規矩夫

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 431 ) 25 - 32 1992

　More details

Language：Japanese

DOI： 10.3130/aijsx.431.0_25

researchmap
A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID H-SHAPED SHORT. COLUMN

SUZUKI Toshiro, OGAWA Toshiyuki, IKARASHI Kikuo

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 438 ) 147 - 155 1992

　More details

Language：Japanese Publisher：Architectural Institute of Japan

The plate in a structural member is restrained against buckling by the effect of the intersecting plate. It is recognized・ that this resistance of an element depends on the geometry of an intersecting plate. However, it is considered that the material properties of an intersecting plate is a problem one should not ignore. And it has been almost ignored. As the object.of this study, short-column subjected to axtial compression have been chosen, we have investigated the constraint effect of hybrid H-shaped members on local buckling and the plastic local buckling strength; the deformation capacity and the slope of strength inferiority.

CiNii Books

researchmap

Other Link： http://www.aij.or.jp/paper/detail.html?productId=164260
Elastic Buckling Analysis of Rigidly Jointed Single Layer Reticulated Domes with Random Intial Imperfection

T. Suzuki, T. Ogawa, K. Ikarashi

International Journal of Space Structures 7 ( 4 ) 265 - 273 1992

　More details

Language：English

researchmap
Elastic Buckling Analysis of Rigidly Jointed Single Layer Reticulated Domes with Random Intial Imperfection

T. Suzuki, T. Ogawa, K. Ikarashi

International Journal of Space Structures 7 ( 4 ) 265 - 273 1992

　More details

researchmap
Elasto-Plastic Buckling Analysis of Rigidly jointed Single Layer Reticulated Domes

T. Suzuki, T. Ogawa, K. Ikarashi

International Journal of Space Structures 7 ( 4 ) 363 - 368 1992

　More details

researchmap
A study on interaction of plate elements of structural members : Part 1 Outline and stub-column

Ikarashi Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1991 1339 - 1340 1991.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A study on interaction of plate elements of structural members : Part 3 Numerical analysis

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1991 1343 - 1344 1991.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
A study on interaction of plate elements of structural members : Part 2 Beam

Sawada Takeshi

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II 1991 1341 - 1342 1991.8

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
Elasto-Plastic Buckling Analysis of Rigidly Jointed Single Layer Reticulated Domes

IKARASHI Kikuo

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I 1990 1285 - 1286 1990.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
An Experimental Study of Rigidly jointed single Layer Reticulated Spherical Domes

ISHIDA Toshihisa

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B, Structures I 1990 1269 - 1270 1990.9

　More details

Language：Japanese Publisher：Architectural Institute of Japan

CiNii Books

researchmap
ELASTIC BUCKLING ANALYSIS OF RIGIDLY JOINTED SINGLE LAYER RETICULATED DOMES WITH RANDOM INITIAL IMPERFECTION

鈴木敏郎, 小河利行, 田中美知, 五十嵐規矩夫

JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING ( 418 ) 109 - 116 1990

　More details

Language：English

DOI： 10.3130/aijsx.418.0_109

researchmap
ランダムな形状初期不整を有する剛接合単層トラスドームの弾性座屈解析

鈴木敏郎, 小河利行, 田中美知, 五十嵐規矩夫

日本建築学会構造系論文報告集 418 ( 418 ) 109 - 116 1990

　More details

researchmap
プリズム要素による厚肉構造の解析

鈴木敏郎, 小河利行, 五十嵐規矩夫

第３９回応用力学連合講演会 127 - 128 1989

　More details

Language：Japanese

researchmap

▼display all

Presentations

開口補剛した有孔H形鋼梁の塑性変形能力に関する研究（その１開口補剛形式の提案とその基本的概念）

日本建築学会大会学術講演会 2000

　More details

researchmap
モーメント勾配を考慮した鋼構造部材の塑性変形能力評価

日本建築学会大会学術講演会 2000

　More details

researchmap
高力ボルト摩擦接合されたH形鋼梁継手部の耐力と変形性状に関する研究（その１実験概要および基本性状）

日本建築学会大会学術講演会 2000

　More details

researchmap
開口補剛した有孔H形鋼梁の塑性変形能力に関する研究（その２補剛形式の具現化とその効果）

日本建築学会大会学術講演会 2000

　More details

researchmap
高力ボルト摩擦接合されたH形鋼梁継手部の耐力と変形性状に関する研究（その２すべり耐力評価）

日本建築学会大会学術講演会 2000

　More details

researchmap
せん断パネルを配置した偏心トラス梁の力学性状に関する研究 (その１実験概要及び基本性状）

日本建築学会大会学術講演会 1999

　More details

researchmap
引張側フランジに補剛材を設けたＨ形鋼梁の横座屈性状に関する研究

日本建築学会大会学術講演会 1999

　More details

researchmap
せん断パネルを配置した偏心トラス梁の力学性状に関する研究 (その３繰返し性状）

日本建築学会大会学術講演会 1999

　More details

researchmap
せん断パネルを配置した偏心トラス梁の力学性状に関する研究 (その２せん断パネルを配置することの効果）

日本建築学会大会学術講演会 1999

　More details

researchmap
コンクリート充填円形鋼管分岐継手部の力学性状に関する研究 (その１分岐継手部の形状の影響について）

日本建築学会大会学術講演会 1999

　More details

researchmap
角形断面柱に接合される高張力鋼梁の塑性変形性能に関する研究 (その３. 梁断面形状が塑性変形能力に与える影響）

日本建築学会大会学術講演会 1999

　More details

researchmap
THE INFLUENCE OF MATERIAL PROPERTIES ON THE DEFORMATION CAPACITY OF STEEL MEMBERS

1999

　More details

researchmap
:コンクリート充填円形鋼管分岐継手部の力学性状に関する研究 (その２分岐継手部の応力状態を考慮した耐力評価）

日本建築学会大会学術講演会 1999

　More details

researchmap
偏心接合部にせん断パネルを挿入したトラス平板の繰返し挙動に関する研究

日本建築学会大会学術講演会 2000

　More details

researchmap
THE INFLUENCE OF MATERIAL PROPERTIES ON THE DEFORMATION CAPACITY OF STEEL MEMBERS

1999

　More details

researchmap
せん断応力の影響が大きなH形鋼梁の局部座屈挙動と塑性変形性状

日本建築学会大会学術講演梗概集 1998

　More details

researchmap
ウェブ幅厚比の大きな590N/mm2級高張力鋼梁の塑性変形能力に関する研究（その２塑性変形能力評価と材料特性が塑性変形能力に及ぼす影響）

日本建築学会大会学術講演梗概集 1998

　More details

researchmap
ウェブ幅厚比の大きな590N/mm2級高張力鋼梁の塑性変形能力に関する研究（その１局部座屈発生性状）

日本建築学会大会学術講演梗概集 1998

　More details

researchmap
鋼構造部材の塑性変形能力に及ぼす鋼素材特性の影響（その２塑性変形能力評価因子の抽出方法と塑性変形能力評価）

日本建築学会大会学術講演梗概集 1998

　More details

researchmap
鋼構造部材の塑性変形能力に及ぼす鋼素材特性の影響（その１塑性化領域における鋼素材特性の検討）

日本建築学会大会学術講演梗概集 1998

　More details

researchmap
円形鋼管トラス分岐継手部の性状について（その２コンクリート充填タイプの管径比、径厚比、軸力の影響）

日本建築学会大会学術講演梗概集 1998

　More details

researchmap
円形鋼管トラス分岐継手部の性状について（その１主管の充填コンクリートの効果）

日本建築学会大会学術講演梗概集 1998

　More details

researchmap
かぶりなし十字型鉄骨コンクリート柱部材の剛性及び耐力に関する研究（その２. 端部のみにコンクリートを打設した場合）

日本建築学会大会学術講演梗概集 1998

　More details

researchmap
かぶりなし十字型鉄骨コンクリート柱部材の剛性及び耐力に関する研究（その１. スチフナ位置による影響）

日本建築学会大会学術講演梗概集 1998

　More details

researchmap
鋼素材特性を反映させた鋼構造部材の塑性変形能力評価に関する研究

日本建築学会大会学術講演会 1999

　More details

researchmap
ウエブ幅厚比の大きな高張力鋼梁の塑性変形性状に関する研究（その１研究目的及び概要)

日本建築学会大会学術講演梗概集 1997

　More details

researchmap
スカラップを有する高張力鋼梁の塑性変形能力に関する研究（その2. 塑性変形能力に及ぼす断面形状の影響)

日本建築学会大会学術講演梗概集 1997

　More details

researchmap
ウエブ幅厚比の大きな高張力鋼梁の塑性変形性状に関する研究（その３崩壊形式と塑性変形能力評価)

日本建築学会大会学術講演梗概集 1997

　More details

researchmap
ウエブ幅厚比の大きな高張力鋼梁の塑性変形性状に関する研究（その２梁の基本的性状に関する実験的研究)

日本建築学会大会学術講演梗概集 1997

　More details

researchmap
フープ筋を粗密に配筋した RC 柱の偏心圧縮実験（略水平割れ誘導による RC 柱靭性改善の試みその３)

日本建築学会大会学術講演梗概集 1997

　More details

researchmap
外周ブロックを用いた鉄筋コンクリート柱の偏心圧縮実験（略水平割れ誘導による RC 柱靭性改善の試みその２)

日本建築学会大会学術講演梗概集 1997

　More details

researchmap
EVALUATION OF THE PLASTIC DEFORMATION CAPACITY MODIFIED BY THE EFFECT OF DUCTILE FRACTURE

1997

　More details

researchmap
EVALUATION OF THE PLASTIC DEFORMATION CAPACITY MODIFIED BY THE EFFECT OF DUCTILE FRACTURE

1997

　More details

researchmap
角形断面柱に接合される高張力鋼梁の塑性変形性能に関する研究（その２. 構成板要素板厚が塑性変形能力に与える影響）

日本建築学会大会学術講演梗概集 1998

　More details

researchmap
角形断面柱に接合される高張力鋼梁の塑性変形性能に関する研究（その１. 実験及び崩壊形式）

日本建築学会大会学術講演梗概集 1998

　More details

researchmap
骨組の水平剛性が骨組内柱材の座屈長さに与える影響

日本建築学会大会学術講演梗概集 1995

　More details

researchmap
降伏比の異なる 590 N/mm2級高張力鋼梁の崩壊形式と塑性変形能力評価（その 2 延性破壊による崩壊)

日本建築学会大会学術講演梗概集 1996

　More details

researchmap
降伏比の異なる 590 N/mm2級高張力鋼梁の崩壊形式と塑性変形能力評価（その 1 座屈による崩壊)

日本建築学会大会学術講演梗概集 1996

　More details

researchmap
降伏比の異なる 590 N/mm2級高張力鋼部材の繰返し履歴挙動とエネルギー吸収能力（その 2 梁)

日本建築学会大会学術講演梗概集 1996

　More details

researchmap
降伏比の異なる 590 N/mm2級高張力鋼部材の繰返し履歴挙動とエネルギー吸収能力（その 1 材料特性)

日本建築学会大会学術講演梗概集 1996

　More details

researchmap
純圧縮を受けるコンクリート充填円形鋼管短柱の座屈および座屈後挙動

日本建築学会大会学術講演梗概集 1996

　More details

researchmap
十字形鉄骨を用いたかぶりなし鉄骨コンクリート柱部材の変形能力に関する研究圧縮曲げせん断を受ける場合

日本建築学会大会学術講演梗概集 1996

　More details

researchmap
A STUDY ON PLASTIC DEFORMATION CAPACITY OF H-SHAPED HYBRID BEAM-COLUMNS

1996

　More details

researchmap
A STUDY ON PLASTIC DEFORMATION CAPACITY OF H-SHAPED HYBRID BEAM-COLUMNS

1996

　More details

researchmap
スカラップを有する高張力鋼梁の塑性変形能力に関する研究（その1. 実験概要及び崩壊形式)

日本建築学会大会学術講演梗概集 1997

　More details

researchmap
せん断応力度の影響を考慮したH形鋼梁の塑性変形能力評価（その１ウェブ幅厚比の大きな梁の塑性変形性状）

日本建築学会大会学術講演会 2000

　More details

researchmap
薄板鉄鋼材料を用いた鋼構造建築物の可能性の探求と開発第３期２１世紀鋼構造フォーラムの中間報告

鋼構造シンポジウム2006 2006

　More details

researchmap
正方形薄板のせん断座屈後繰返し挙動に関する研究その1 載荷履歴の影響

日本建築学会大会学術講演会 2006

　More details

researchmap
正方形薄板のせん断座屈後繰返し挙動に関する研究その2 境界条件の影響

日本建築学会大会学術講演会 2006

　More details

researchmap
ウェブ薄板のせん断座屈後繰返し挙動に関する研究その4 ウェブ薄板の大変形履歴後挙動

日本建築学会大会学術講演会 2006

　More details

researchmap
繰返しせん断力を受ける金属系薄板の履歴挙動の安定性

日本建築学会大会学術講演会 2006

　More details

researchmap
H形鋼部材構成板要素の弾塑性座屈耐力算定法

日本建築学会大会学術講演会 2006

　More details

researchmap
ウェブ薄板のせん断座屈後繰返し挙動に関する研究その3 繰返し履歴曲線のモデル化

日本建築学会大会学術講演会 2006

　More details

researchmap
Effect of Position of Neutral Axis to Elastic Buckling Strength of Plates under Bending Shear

Journal of Constructional Steel 2006

　More details

researchmap
Post-buckling behavior of thin web plate under cyclic shear loading

STESSA 2006 Behaviour of Steel Structures in Seisemic Areas 2006

　More details

Presentation type：Poster presentation

researchmap
A Method for Evaluation of Elastic Buckling Strength of H Shaped Steel Member under Bending-Shear

Journal of Constructional Steel 2006

　More details

researchmap
ウェブ薄板のせん断座屈後繰り返し挙動に関する研究その2 繰り返し後耐力に関する考察

日本建築学会大会学術講演会 2005

　More details

researchmap
千鳥配置高力ボルト摩擦接合部のすべり耐力低下要因とすべり耐力予測に関する研究千鳥配置高力ボルト摩擦接合部のすべり挙動に関する研究その2

日本建築学会大会学術講演会 2005

　More details

researchmap
せん断力を受ける金属系薄板の張力場形成後繰返し挙動に関する一考察

日本建築学会大会学術講演会 2005

　More details

researchmap
ウェブ薄板のせん断座屈後繰返し挙動に関する研究その1 正方形ウェブ薄板のせん断座屈後挙動

日本建築学会大会学術講演会 2005

　More details

researchmap
角形鋼管柱梁接合部パネルの力学的挙動および耐力推定式に関する研究その3 繰返し履歴曲線モデル

日本建築学会大会学術講演会 2005

　More details

researchmap
不均等曲げを受けるH形鋼構成板要素の弾性座屈耐力に関する研究

日本建築学会大会学術講演会 2005

　More details

researchmap
角形鋼管柱梁接合部パネルの力学的挙動および耐力推定式に関する研究その1 有限要素法数値解析による力学的挙動の確認

日本建築学会大会学術講演会 2005

　More details

researchmap
角形鋼管柱梁接合部パネルの力学的挙動および耐力推定式に関する研究その2 載荷実験による力学的挙動の確認

日本建築学会大会学術講演会 2005

　More details

researchmap
曲げせん断力を受けるH形鋼構成板要素の弾性座屈耐力算定法

鋼構造年次論文報告集 2006

　More details

researchmap
せん断曲げを受ける平板の弾性座屈耐力に中立軸位置が及ぼす影響

鋼構造年次論文報告集 2006

　More details

researchmap
H形鋼柱梁接合部パネルの力学的挙動および耐力推定式に関する研究その2 耐力推定式

日本建築学会大会学術講演会 2003

　More details

researchmap
A Method for Evaluation Buckling Strength of Plate under Bending-Shear and Axial Force

Coupled Instabilities in Metal Structures, CIMS2004 2004

　More details

researchmap
H形鋼柱梁接合部パネルの力学的挙動および耐力推定式に関する研究その1 パネル周辺要素の影響

日本建築学会大会学術講演会 2003

　More details

researchmap
角形鋼管柱梁接合部パネルの力学性状に関する研究

日本建築学会大会学術講演会 2004

　More details

researchmap
千鳥配置高力ボルト摩擦接合部のすべり挙動に関する研究

日本建築学会大会学術講演会 2004

　More details

researchmap
正方形ウェブ薄板のせん断座屈後挙動に関する研究その2 繰返し載荷時の座屈後挙動

日本建築学会大会学術講演会 2004

　More details

researchmap
せん断曲げを受けるウェブの弾性座屈耐力に及ぼすフランジねじり剛性の影響

日本建築学会大会学術講演会 2004

　More details

researchmap
材料非線形領域における正方形薄板のせん断座屈挙動及び座屈後耐力

日本建築学会大会学術講演会 2004

　More details

researchmap
正方形ウェブ薄板のせん断座屈後挙動に関する研究その1 一方向載荷時の大変形挙動

日本建築学会大会学術講演会 2004

　More details

researchmap
A Method for Evaluation Buckling Strength of Plate under Bending-Shear and Axial Force

Coupled Instabilities in Metal Structures, CIMS2004 2004

　More details

researchmap
アルミニウム合金の機械的性質に関する基礎的研究その2 せん断載荷

日本建築学会大会学術講演会 2003

　More details

researchmap
A STUDY ON SHARE FORCE TRANSMISSION MECHANISM OF H-SHAPED STEEL BEAMS WITH WEB-OPENING

2002

　More details

researchmap
せん断崩壊型H形鋼部材の塑性変形能力改善に関する研究その4 ステンレス鋼を用いた場合

日本建築学会大会学術講演会 2003

　More details

researchmap
アルミニウム合金の機械的性質に関する基礎的研究その1 単純引張載荷

日本建築学会大会学術講演会 2003

　More details

researchmap
せん断崩壊型H形鋼部材の塑性変形能力改善に関する研究その2 繰返し載荷実験

日本建築学会大会学術講演会 2003

　More details

researchmap
せん断崩壊型H形鋼部材の塑性変形能力改善に関する研究その3 補強効果

日本建築学会大会学術講演会 2003

　More details

researchmap
逆対称曲げせん断力を受ける周辺固定支持平板の弾性座屈耐力評価

日本建築学会大会学術講演会 2003

　More details

researchmap
せん断崩壊型H形鋼部材の塑性変形能力改善に関する研究その1 せん断パネルの座屈後変形

日本建築学会大会学術講演会 2003

　More details

researchmap
高力ボルト摩擦接合部のすべり挙動とすべり耐力予測に関する研究その1 高力ボルト摩擦接合部のすべり挙動の基本性状

日本建築学会大会学術講演会 2003

　More details

researchmap
高力ボルト摩擦接合部のすべり挙動とすべり耐力予測に関する研究その2 ボルト張力の低下性状のモデル化とすべり耐力の算定

日本建築学会大会学術講演会 2003

　More details

researchmap
中立軸補強された境界梁の塑性変形能力境界梁のせん断補強その2

日本建築学会大会学術講演会 2002

　More details

researchmap
H形鋼梁の塑性変形性状に及ぼす端部境界条件及び応力状態の影響その2 変形性状に影響を与える要因と塑性変形能力評価

日本建築学会大会学術講演会 2002

　More details

researchmap
境界梁における中立軸補強効果の確認実験境界梁のせん断補強その1

日本建築学会大会学術講演会 2002

　More details

researchmap
円形開口を有するH形鋼梁のせん断力伝達機構

日本建築学会大会学術講演会 2002

　More details

researchmap
H形鋼梁の塑性変形性状に及ぼす端部境界条件及び応力状態の影響その1 端部フランジ補強梁の基本性状

日本建築学会大会学術講演会 2002

　More details

researchmap
H形鋼柱梁接合部パネルの繰返し載荷実験その1 繰返し載荷実験

日本建築学会大会学術講演会 2002

　More details

researchmap
H形鋼柱梁接合部パネルの繰返し載荷実験その2 実験式の導出

日本建築学会大会学術講演会 2002

　More details

researchmap
高摩擦係数板を用いた高力ボルト摩擦接合部の力学性状に関する研究

日本建築学会大会学術講演会 2002

　More details

researchmap
繰返し荷重を受ける高力ボルト摩擦接合部のすべり挙動と耐力評価高力ボルト摩擦接合部のすべり挙動に関する研究その2

日本建築学会大会学術講演会 2002

　More details

researchmap
A STUDY ON SHARE FORCE TRANSMISSION MECHANISM OF H-SHAPED STEEL BEAMS WITH WEB-OPENING

2002

　More details

researchmap
偏心曲げを受ける鋼梁の横座屈性状 ―その3 換算細長比を用いた横座屈耐力評価

日本建築学会大会学術講演会 2001

　More details

researchmap
偏心曲げを受ける鋼梁の横座屈性状 ―その2 二重ウェブ形鋼梁の横座屈性状

日本建築学会大会学術講演会 2001

　More details

researchmap
せん断曲げを受けるＨ形鋼梁の最大耐力決定要因と塑性変形能力に関する研究 ―その2 塑性変形能力評価

日本建築学会大会学術講演会 2001

　More details

researchmap
せん断曲げを受けるＨ形鋼梁の最大耐力決定要因と塑性変形能力に関する研究 ―その1 最大耐力決定要因

日本建築学会大会学術講演会 2001

　More details

researchmap
Ｈ形鋼柱梁接合部パネルの力学性状に関する研究 ―その1 基本性状

日本建築学会大会学術講演会 2001

　More details

researchmap
H形鋼梁ウェブ板要素のせん断座屈挙動に関する研究

日本建築学会大会学術講演会 2001

　More details

researchmap
高力ボルト摩擦接合部のすべり挙動に関する研究

日本建築学会大会学術講演会 2001

　More details

researchmap
Ｈ形鋼柱梁接合部パネルの力学性状に関する研究 ―その2 変形・崩壊性状

日本建築学会大会学術講演会 2001

　More details

researchmap
トラス型補強による境界梁の塑性変形能力境界梁のせん断補強その3

日本建築学会大会学術講演会 2002

　More details

researchmap
中立軸補強によるウェブ幅厚比の大きなH形鋼梁の塑性変形性能

日本建築学会大会学術講演会 2002

　More details

researchmap
繰返し荷重を受けるウェブ幅厚比の大きなH形断面梁の力学特性その1 新たな幅厚比制限値及び区分の提案

日本建築学会大会学術講演梗概集 2009

　More details

researchmap
矩形形状を有する波形鋼板の面内せん断剛性その2 境界条件が及ぼす影響

日本建築学会大会学術講演梗概集 2009

　More details

researchmap
面内圧縮力を受ける鋼板サンドイッチパネルの座屈挙動

日本建築学会大会学術講演梗概集 2009

　More details

researchmap
面内せん断力を受ける波形鋼板パネルの端部崩壊挙動その2 剛性および耐力の評価

日本建築学会大会学術講演梗概集 2009

　More details

researchmap
矩形形状を有する波形鋼板の面内せん断剛性その1 解析概要及び基本的性質

日本建築学会大会学術講演梗概集 2009

　More details

researchmap
Hysteretic Behavior of Thin Web Plate under Cyclic Bending-Shear Loading

Sixth International Conference on Urban Earthquake Engineering 2009

　More details

researchmap
面内せん断力を受ける波形鋼板パネルの端部崩壊挙動その1 パネルせん断試験

日本建築学会大会学術講演梗概集 2009

　More details

researchmap
Plastic Deformation Capacity and Post Buckling Behavior of H窶鉄haped Beam with Large Depth-Thickness Ratio under Cyclic Loading

2010

　More details

researchmap
Hysteretic Behavior of Thin Web Plate under Cyclic Bending-Shear Loading

Sixth International Conference on Urban Earthquake Engineering 2009

　More details

researchmap
CYCLIC BEHAVIOR AND COLLAPSE MODE OF HIGH STRENGTH STEEL H-SECTION BEAMS

JOINT CONFERENCE PROCEEDINGS 7th International Conference on Urban Earthquake Engineering (7CUEE) & 5th International Conference on Earthquake Engineering (5ICEE) 2010

　More details

researchmap
Elastic Buckling Strength of Rectangular Corrugate Plates under Shear Loading

2008

　More details

researchmap
Coupled Buckling Strength of H-Shaped Beams under Bending- Shear

2008

　More details

researchmap
Hysteretic Characteristic of Thin Web Plate under Cyclic Bending-Shear Loading

Fifth International Conference on Thin-Walled Structures 2008

　More details

researchmap
Evaluation of Elastic Local Buckling Strength of H-Shaped Beam under Bending-Shear

Fifth International Conference on Thin-Walled Structures 2008

　More details

researchmap
Experimental Study on Estimation of Ds Factor for Hybrid Structures Composed with Steel Frame and Steel House Panel

AIJ Tokai Chapter Architectural Research Meeting 2008

　More details

researchmap
Effect on the Position of Neutral Axis to Elastic Buckling Strength of Plates under Bending Shear

Journal of Structural Engineering 2008

　More details

researchmap
高強度鋼を用いたH形断面梁の繰返し性状その2 構成板要素薄板化の可能性

日本建築学会大会学術講演梗概集 2009

　More details

researchmap
せん断力を受ける平板 -部分管体の捩り耐力問題

日本建築学会大会学術講演梗概集 2009

　More details

researchmap
繰返し荷重を受けるウェブ幅厚比の大きなH形断面梁の力学特性その2 繰返し履歴挙動と劣化性状に関する考察

日本建築学会大会学術講演梗概集 2009

　More details

researchmap
高強度鋼を用いたH形断面梁の繰返し性状その1 高強度鋼使用の可能性

日本建築学会大会学術講演梗概集 2009

　More details

researchmap
矩形形状を有する波形鋼板のせん断弾性座屈耐力

日本建築学会学術講演梗概集 2008

　More details

researchmap
面内圧縮力を受ける鋼板サンドイッチパネルの座屈耐力

日本建築学会学術講演梗概集 2008

　More details

researchmap
繰返し荷重を受けるせん断座屈後ウェブ薄板の大変形性能

日本建築学会学術講演梗概集 2008

　More details

researchmap
Coupled Buckling Strength of H-Shaped Beams under Bending- Shear

2008

　More details

researchmap
連成局部座屈を考慮したH形断面梁部材構成板要素の幅厚比制限算定法

日本建築学会学術講演梗概集 2008

　More details

researchmap
Evaluation of Elastic Local Buckling Strength of H-Shaped Beam under Bending-Shear

Fifth International Conference on Thin-Walled Structures 2008

　More details

researchmap
Elastic Buckling Strength of Rectangular Corrugate Plates under Shear Loading

2008

　More details

researchmap
中立軸位置を考慮した曲げせん断力を受ける平板の弾性座屈耐力算定

構造工学シンポジウム 2008

　More details

researchmap
Hysteretic Characteristic of Thin Web Plate under Cyclic Bending-Shear Loading

Fifth International Conference on Thin-Walled Structures 2008

　More details

researchmap
骨組構造とスチールハウス耐力壁とのハイブリッド構造のDs値に関する実験

日本建築学会東海支部研究報告書 2008

　More details

researchmap
曲げせん断力を受けるH形断面梁部材の連成座屈に関する研究

鋼構造年次論文報告集 2007

　More details

researchmap
Post-buckling behavior of thin web plate under cyclic shear loading

STESSA 2006 Behaviour of Steel Structures in Seisemic Areas 2006

　More details

Presentation type：Poster presentation

researchmap
Coupled Buckling Strength of H-Shaped Beams under Bending and Shear

Journal of Constructional Steel 2007

　More details

researchmap
A Method for Evaluation of Elastic Buckling Strength of H Shaped Steel Member under Shear Bending

Forth International Conference on Urban Earthquake Engineering 2007

　More details

Presentation type：Poster presentation

researchmap
異なる復元力特性が混在するハイブリッド構造のDs値その3 地震応答解析に基づくDs値の評価

日本建築学会学術講演梗概集 2008

　More details

researchmap
A Method for Evaluation of Elastic Buckling Strength of H Shaped Steel Member under Shear Bending

Forth International Conference on Urban Earthquake Engineering 2007

　More details

Presentation type：Poster presentation

researchmap
異なる復元力特性が混在するハイブリッド構造のDs値その1 ハイブリッド構造の静載荷実験

日本建築学会学術講演梗概集 2008

　More details

researchmap
異なる復元力特性が混在するハイブリッド構造のDs値その2 ハイブリッド構造の履歴特性と既存のDs評価式の特性と修正BCJ評価式の提案

日本建築学会学術講演梗概集 2008

　More details

researchmap
波形鋼板のせん断座屈耐力評価法

日本建築学会学術講演梗概集 2008

　More details

researchmap
水平補剛剛性を考慮した骨組内柱材の座屈解析

日本建築学会学術講演梗概集 2008

　More details

researchmap
中間材を導入した鋼管ﾄﾗｽ梁の構造特性に関する研究

日本建築学会大会学術講演梗概集 1993

　More details

researchmap
異種鋼材を用いたH形鋼柱部材の塑性変形性状に関する研究

日本建築学会大会学術講演梗概集 1993

　More details

researchmap
フランジを局部座屈補剛した鋼構造柱部材の塑性変形性状に関する研究

日本建築学会大会学術講演梗概集 1993

　More details

researchmap
ウェブ補強したH型鋼梁部材の塑性変形性状に関する研究

日本建築学会大会学術講演梗概集 1993

　More details

researchmap
異種鋼材を用いたH形鋼柱部材の塑性変形性状に関する研究:その1 柱部材載荷実験

日本建築学会大会学術講演梗概集 1994

　More details

researchmap
中立軸上に高張力鋼板を添接したH形鋼柱部材の塑性変形性状

日本建築学会大会学術講演梗概集 1994

　More details

researchmap
降伏比が異なる高張力鋼梁の塑性変形能力:その1基本的性状

日本建築学会大会学術講演梗概集 1995

　More details

researchmap
異種鋼材を用いたH形鋼柱部材の塑性変形性状に関する研究:その2 塑性変形性能評価

日本建築学会大会学術講演梗概集 1994

　More details

researchmap
局部座屈及び破断の相互効果で決定づけられる高張力鋼梁の塑性変形能力

日本建築学会大会学術講演梗概集 1995

　More details

researchmap
降伏比が異なる高張力鋼梁の塑性変形能力:その2塑性変形能力評価

日本建築学会大会学術講演梗概集 1995

　More details

researchmap
Experimental and Theoretical Study of a Single Layer Reticulated Dome

1991

　More details

researchmap
高降伏点鋼はり部材の塑性変形性能改善に関する研究

日本建築学会大会学術講演梗概集 1992

　More details

researchmap
Experimental and Theoretical Study of a Single Layer Reticulated Dome

1991

　More details

researchmap
中間材を導入した鋼管ﾄﾗｽ梁の塑性変形能力に関する実験研究

日本建築学会大会学術講演梗概集 1992

　More details

researchmap
H形断面はり部材の横座屈耐力向上に関する研究

日本建築学会大会学術講演梗概集 1992

　More details

researchmap
鉄骨はり部材の塑性変形性能改善に関する研究:その2解析

日本建築学会大会学術講演梗概集 1992

　More details

researchmap
鉄骨はり部材の塑性変形性能改善に関する研究:その1実験

日本建築学会大会学術講演梗概集 1992

　More details

researchmap
A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID BEAMS

1992

　More details

researchmap
A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID BEAMS

1992

　More details

researchmap
ウェブ補強したH形鋼柱部材の塑性変形性状に関する研究

日本建築学会大会学術講演梗概集 1993

　More details

researchmap
剛接合単層トラスドームの座屈実験

日本建築学会大会学術講演梗概集 1990

　More details

researchmap
Adaptive Grid Method による有限要素流れ解析

日本建築学会大会学術講演梗概集 1989

　More details

researchmap
鋼構造部材を構成する板要素の局部座屈に対する相互作用に関する研究:その1 概要および短柱実験

日本建築学会大会学術講演梗概集 1991

　More details

researchmap
剛接合単層トラスドームの弾塑性座屈解析

日本建築学会大会学術講演梗概集 1990

　More details

researchmap
鋼構造部材を構成する板要素の局部座屈に対する相互作用に関する研究:その3 数値解析による一般性状

日本建築学会大会学術講演梗概集 1991

　More details

researchmap
鋼構造部材を構成する板要素の局部座屈に対する相互作用に関する研究:その2 はり曲げ実験

日本建築学会大会学術講演梗概集 1991

　More details

researchmap
Plastic Deformation Capacity and Post Buckling Behavior of H窶鉄haped Beam with Large Depth-Thickness Ratio under Cyclic Loading

2010

　More details

researchmap
CYCLIC BEHAVIOR AND COLLAPSE MODE OF HIGH STRENGTH STEEL H-SECTION BEAMS

JOINT CONFERENCE PROCEEDINGS 7th International Conference on Urban Earthquake Engineering (7CUEE) & 5th International Conference on Earthquake Engineering (5ICEE) 2010

　More details

researchmap
A Study on Influence of Shear Stress on Plate Coupled Instbility and Plastic Deformation Capacity of H-shaped Steel Beams

2000

　More details

researchmap
A Study on Influence of Shear Stress on Plate Coupled Instbility and Plastic Deformation Capacity of H-shaped Steel Beams

2000

　More details

researchmap
ウェブ片面に添接された補強の有効性 ―鋼梁の開口部補強構造その3

日本建築学会大会学術講演会 2001

　More details

researchmap
開口梁のせん断力伝達機構 ―鋼梁の開口部補強構造その2

日本建築学会大会学術講演会 2001

　More details

researchmap
実施設計に伴う補強構造の確認実験 ―鋼梁の開口部補強構造その5

日本建築学会大会学術講演会 2001

　More details

researchmap
様々な開口に対する補強の可能性 ―鋼梁の開口部補強その4

日本建築学会大会学術講演会 2001

　More details

researchmap
中立軸補強によるＨ形鋼梁の塑性変形性能の改善 ―Ｈ形鋼梁に対する中立軸補強その2

日本建築学会大会学術講演会 2001

　More details

researchmap
Ｈ形鋼梁に対する中立軸補強

日本建築学会大会学術講演会 2001

　More details

researchmap
偏心曲げを受ける鋼梁の横座屈性状 ―その1 H形鋼梁の横座屈性状

日本建築学会大会学術講演会 2001

　More details

researchmap
中立軸補強の有効性に関する確認実験 ―Ｈ形鋼梁に対する中立軸補強その3

日本建築学会大会学術講演会 2001

　More details

researchmap
鋼材の引張性状に及ぼす断面拘束の影響に関する基礎的研究

日本建築学会大会学術講演会 2000

　More details

researchmap
ウェブに鋼板を添接したウェブ幅厚比の大きなH形鋼梁の塑性変形性能に関する研究（その２補強鋼板をウェブの片面に添接した場合の影響）

日本建築学会大会学術講演会 2000

　More details

researchmap
ウェブに鋼板を添接したウェブ幅厚比の大きなH形鋼梁の塑性変形性能に関する研究（その１ウェブ補強の効果）

日本建築学会大会学術講演会 2000

　More details

researchmap
せん断応力度の影響を考慮したH形鋼梁の塑性変形能力評価（その２塑性変形能力評価）

日本建築学会大会学術講演会 2000

　More details

researchmap

▼display all

Industrial property rights

せん断パネル、形鋼、及び耐力壁

五十嵐規矩夫

　More details

Applicant：国立大学法人東京工業大学

Application no：特願2008-146881 Date applied：2008.6

Announcement no：特開2009-293254 Date announced：2009.12

J-GLOBAL

researchmap
金属薄板を備えたエネルギー吸収部材及びその製造方法

五十嵐規矩夫

　More details

Applicant：国立大学法人東京工業大学

Application no：特願2005-236654 Date applied：2005.8

Announcement no：特開2007-051452 Date announced：2007.3

Patent/Registration no：特許第4649611号 Date registered：2010.12

J-GLOBAL

researchmap
金属薄板を備えたエネルギー吸収部材及びその製造方法

五十嵐規矩夫

　More details

Applicant：国立大学法人東京工業大学

Application no：特願2005-236654 Date applied：2005.8

Announcement no：特開2007-051452 Date announced：2007.3

J-GLOBAL

researchmap

Works

高強度鋼の局所的塑性化に関する共同研究

2009 - 2010

　More details

Work type：Artistic work

researchmap
新構造建築物の耐震性能評価に関する研究

2007 - 2008

　More details

Work type：Artistic work

researchmap
金属系極薄板を備えた繰返し履歴安定化エネルギー吸収部材の開発

2005

　More details

Work type：Artistic work

researchmap

Awards

東工大教育賞最優秀賞

2018.3 東京工業大学高大連携サマーチャレンジによる高大連携教育の企画・構築

　More details

researchmap
手島精一記念研究賞（藤野志郎賞）

2010

　More details

Country：Japan

researchmap
Tejima Research Award

2010

　More details

researchmap
日本鋼構造協会論文賞

2008

　More details

Country：Japan

researchmap
東工大工系創成的研究賞

2008

　More details

Country：Japan

researchmap
日本建築学会奨励賞

2005

　More details

Country：Japan

researchmap

▼display all

Research Projects

Exploration of steel structural joints utilising next-generation adhesives to avoid brittle fracture

Grant number：25K21688 2025.6 - 2029.3

Japan Society for the Promotion of Science Grants-in-Aid for Scientific Research Challenging Research (Pioneering)

Kazuya Mitsui, Kikuo Ikarashi, Atsushi Sato, Lettieri Annarosa

　 More details

Grant amount：\25740000 （ Direct Cost: \19800000 、 Indirect Cost：\5940000 ）

researchmap
鋼構造部材の強振動繰返し履歴下での保有性能解明と終局性能統合型評価手法の確立

Grant number：24H00347 2024.4 - 2029.3

日本学術振興会科学研究費助成事業基盤研究(A)

五十嵐規矩夫, 三井和也

　 More details

Grant amount：\47970000 （ Direct Cost: \36900000 、 Indirect Cost：\11070000 ）

researchmap
鋼構造部材の安定性評価手法の統一化およびその応用としての合理的設計手法の確立

Grant number：20H02294 2020.4 - 2024.3

日本学術振興会科学研究費助成事業基盤研究(B) 基盤研究(B)

五十嵐規矩夫, 三井和也

　 More details

Grant amount：\17550000 （ Direct Cost: \13500000 、 Indirect Cost：\4050000 ）

本研究は，鋼構造に対する設計行為の明確化および合理化に繋げる鋼構造の設計体系の高度化を図るために，その設計手法が連続かつ統一的となることを目指し，鋼構造部材の使用条件範囲を区分，設定，限定しない統一的な安定性評価手法を構築することを目的としている．具体的には，(１)主要構造部の部材として使用されていない薄い板厚の範囲における部材挙動およびその構造性能の解明，(２)鋼構造部材の軽量化，大断面化に伴う断面形状および補剛等を考慮した周辺部材の簡略化，(３)現行規準，指針における仕様，使用範囲から逸脱している部材の詳細な部材性能評価であり，研究全体は５つのサブテーマから構成されている．
以上の目的のため，２年目の令和３年度は，以下のサブテーマ「２)圧縮力および曲げを受ける組立部材の安定性評価」，「３)薄板H形断面部材の安定性評価の高度化と接合部への展開」を主に検討し，令和２年度の検討で，新規かつ詳細な検討が必要と判断したサブテーマ「１）圧縮力および引張力を受ける非対称断面部材の弾塑性性能評価」の一部についても継続検討した．
サブテーマ２)では，様々な接合ピッチを有する薄板非対称断面組立引張材に対する新たな合理的設計式を提案した．圧縮および曲げを受ける組立材の挙動については，その基本的な特性に対する検討は終了しているが，サブテーマ１）の知見および接合要素のモデル化等の詳細な検討が必要と判断し，予定の研究期間を延長して行なうこととした．なお，サブテーマ１)では，薄板非対称断面部材の境界条件に応じた座屈モードの解明および終局耐力評価を行なった．サブテーマ３)では，柱梁接合部および近傍部位の薄板化の可能性とその安定条件を踏まえた設計法に向けた検討を行った．さらに，サブテーマ「４)冷間成形角形鋼管部材の連成座屈不安定挙動の解明」に向けた基礎資料の収集と基礎的検討を開始した．

researchmap
Stability evaluation of thin plate steel structure members considering actual conditions and application-oriented design method

Grant number：17H03338 2017.4 - 2020.3

Japan Society for the Promotion of Science Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (B) Grant-in-Aid for Scientific Research (B)

Ikarashi Kikuo

　 More details

Grant amount：\16380000 （ Direct Cost: \12600000 、 Indirect Cost：\3780000 ）

The purpose of this study is to evaluate the actual performance of thin plate steel structural members in the ultimate state and to establish a rational design method. In particular, the performance of steel structural members composed of thin plates depends on the buckling instability phenomenon. A new thin plate member design method was proposed to calculate the elastic buckling strength and the ultimate strength by grasping and clarifying its behavior.
Furthermore, the relationship between the end shape, boundary conditions, and stiffening stiffener, which has a great influence on the instability of thin steel structural members, was shown. From the results, the rational design method considering the more rational development of thin steel structural members and the relation with surrounding members was shown.

researchmap
Evaluation of stability of lightweight steel sheet steel structure and its application to efficient shape and form development of earthquake resistant structure

Grant number：26289189 2014.4 - 2017.3

Japan Society for the Promotion of Science Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (B) Grant-in-Aid for Scientific Research (B)

Ikarashi Kikuo, SATOU ATSUSHI, ISHIHARA TADASHI, TOMIOKA YOSHITO

　 More details

Grant amount：\16380000 （ Direct Cost: \12600000 、 Indirect Cost：\3780000 ）

This study focuses primarily on corrugated steel plates, steel plate sandwich panels, and cold-formed channel section members to evaluate their stability and seismic performance.
These evaluations confirmed the properties of the materials constituting the members, and specified the relationship of the material properties of the members with the structural properties. Performing theoretical analysis, numerical analysis, and loading test clarified the structural properties of the members according to boundary conditions, connection conditions, and loading conditions of the members. Moreover, a performance evaluation formula was derived that would contribute to rational design methods.
A structural form by appropriately combining thin plate members was proposed and showed the future development and potential of the thin plate structure type through trial construction experiment.

researchmap
Investigation of steel structural members behavior under the sever earthquakes and the establishment of advanced buckling design

Grant number：23360242 2011.4 - 2014.3

Japan Society for the Promotion of Science Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (B) Grant-in-Aid for Scientific Research (B)

IKARASHI Kikuo, NISHIMURA Koshiro, WANG Tao

　 More details

Grant amount：\19890000 （ Direct Cost: \15300000 、 Indirect Cost：\4590000 ）

Coupled instability behavior and the plastic deformation capacity of H-shaped steel beams under the cyclic load are cleared in this study.
Buckling strength of the beam is cleared by theoretical analysis. And the cyclic loading tests are carried out. From these results, plastic deformation capacities of H-shaped steel beams which are collapsed by coupled buckling are estimated.
And effective buckling bracing methods and shape of members are examined. Effectiveness of floor slab was also examined, and those compression buckling design methods are proposed.

researchmap
Development of light resisting wall and energy absorption element using the post-buckling behavior of thin metal panel

Grant number：18560543 2006 - 2008

Japan Society for the Promotion of Science Grants-in-Aid for Scientific Research Grant-in-Aid for Scientific Research (C) Grant-in-Aid for Scientific Research (C)

IKARASHI Kikuo

　 More details

Grant amount：\4060000 （ Direct Cost: \3400000 、 Indirect Cost：\660000 ）

researchmap
金属系極薄板を備えた繰返し履歴安定化エネルギー吸収部材の開発

Grant number：7700005016 2005

科学技術振興機構産学が連携した研究開発成果の展開/研究成果展開事業/地域事業/地域イノベーション創出総合支援事業/シーズ発掘試験

五十嵐規矩夫

　 More details

金属系極薄板を備えた繰返し履歴安定エネルギー吸収部材の開発][本応募課題は,通常その使用が敬遠されている弾性座屈を伴うような金属系極薄板のせん断力作用下における繰返し履歴を安定化させる手法の確立とその手法を用いたエネルギー吸収部材を開発することである.具体的には,エネルギー吸収部材を構造物などに設置する前段階において,あらかじめ張力場を伴う大変形を経験させておくことで,構造物に設置後に想定している地震等の外乱による最大応答変位内では,エネルギー吸収部材に極めて安定した履歴特性を実現させることである.本発明方法により,弾性座屈を伴うような極薄板を備えたエネルギー吸収部材の繰返し途中における不安定な領域を消失させ,構造物に設置後は,極めて安定した履歴特性を実現させるものである。

researchmap
薄板を用いた鋼構造物の可能性

2003

　 More details

Grant type：Competitive

researchmap
鋼構造部材の塑性変形能力に及ぼす各種鋼素材が有する機械的性質の影響

Grant number：09750649 1997 - 1998

日本学術振興会科学研究費助成事業奨励研究(A) 奨励研究(A)

五十嵐規矩夫

　 More details

Grant amount：\2100000 （ Direct Cost: \2100000 ）

鉄骨部材の塑性変形を確保するための規定の一つに幅厚比規定がある。本研究はこの幅厚比規定の中に盛り込まれているF値の適切な定義の仕方に対して考察を加えたものである。特に高張力鋼に対して適切なF値(以後,規定応力度)の定義法を確立することを目的とした。また鉄骨部材の塑性変形能力を決定づける鋼材の機械的性質の中で重要な要因は,降伏応力度にかぎるものではないく,特にひずみ硬化勾配,ひずみ硬化開始ひずみ等は部材の塑性変形能力に大きく影響を及ぼす要因であることに着目して研究を進めてきた。
昨年度は590N/mm^2級高張力鋼を対象として簡単な数値解析及び載荷実験を行った。これらを通して通常塑性変形能力が期待できるとされている程度の幅厚比のフランジ板要素における局部座屈発生ひずみに対して考察を加え,材料の引張試験結果から得られる応力ひずみ関係を用いて規定応力度の定義法を決定した。ここで規定応力度は,申請者があらたに定義した材料定数であり,これにより実態ととしてに部材の塑性変形能力を簡便に評価されうる因子である。
本年度は,昨年得られた規定応力度定義法を現在建築の分野で使用されている鋼材に対しても適応可能かどうかについて検討を加えた。まず400N/mm^2級から780N/mm^2級の現行使用されている鋼材の引張実験により,それらの材料特性の取りうる範囲を明らかにした。この材料特性の取りうる範囲を踏まえた上でで,載荷実験と数値解析により,現行使用されている鋼材の全種類にわたり本研究で提案する規定応力度を用いることで統一的に部材の塑性変形能力が評価できることを示した。さらに部材の塑性変形能力に影響を及ぼすであろう材料特性のうち,降伏応力度,降伏棚野長さ及びひずみ硬化勾配に注目し,パラメトリックな数値解析を通して,これらの影響を把握し塑性変形能力との関係を明らかにした。

researchmap
局部座屈及び延性破壊の相互効果で決定づけられる高張力鋼梁の塑性変形能力評価

Grant number：08750681 1996

日本学術振興会科学研究費助成事業奨励研究(A) 奨励研究(A)

五十嵐規矩夫

　 More details

Grant amount：\1100000 （ Direct Cost: \1100000 ）

本研究は,梁の最大耐力決定要因として圧縮フランジの局部座屈と,引張フランジの延性破壊の両方を対象とし,梁の塑性変形能力がこれらの要因の相互効果により決定されるものとして捉えた。ここでは降伏比の高い高張力鋼を用いた梁を対象として,各板要素の幅厚比、材長を変数とし,実験を通してこれらの要因が梁の崩壊性状に与える基本的な影響を確認した。
具体的には,梁の塑性変形能力を高める上で構成板要素の幅厚比を小さくすることは必要であるが,特定の幅厚比以下のものを使用する場合には,梁の最終崩壊形式が引張フランジの延性破壊となることがあり,小さい幅厚比の梁ほど塑性変形能力は小さくなることを明らかにした。また,ウエブ幅厚比の小さい梁は,フランジの局部座屈を抑制する効果によりフランジの局部座屈が成長せず,最大耐力が引張フランジの延性破壊で決まる可能性があり,延性破壊に関してもウエブ,フランジの相互作用を考慮する必要があることを示した。さらにウエブ,フランジの幅厚比が共に等しい同断面の梁においても材長が短くなると最大耐力が延性破壊が決定される可能性があり,梁の崩壊形式及び塑性変形能力評価にはモーメント勾配も考慮する必要があることを示した。
同時に数値解析を通して,局部座屈と延性破壊の相互効果で決定される高張力鋼梁の塑性変形能力をフランジ幅厚比で整理し、最大耐力の決定要因が局部座屈から延性破壊に遷移するフランジ幅厚比の境界は,ウエブ幅厚比,材長により変化し,ウエブ幅厚比が小さいほどフランジ幅厚比の境界値は大きくなり,モーメント勾配がきついほど同様に大きくなることを明らかにした。また,梁の塑性変形能力を局部座屈と延性破壊の両面から評価し構成板要素の幅厚比で整理することができることを示した。

researchmap
高軸力を受ける異種鋼材を用いたH形鋼柱部材の塑性変形能力評価

Grant number：07750654 1995

日本学術振興会科学研究費助成事業奨励研究(A) 奨励研究(A)

五十嵐規矩夫

　 More details

Grant amount：\1000000 （ Direct Cost: \1000000 ）

本研究は,フランジには軟鋼を使用したまま,ウエブに高張力鋼を使用したハイブリッド柱部材を提案し,その塑性変形性能について検討したものである。柱部材としてH形断面を用いた場合,断面中心に位置するウエブが軸力負担能力を十分に有しているならば,高軸力下においてもフランジのみならず,ウエブも曲げ応力を負担することができ,柱部材の有する曲げ耐力と塑性変形能力は耐震設計上十分な数値を確保する事が可能となる。本研究では,高張力鋼が高い降伏点を有するという特長を利用し,ウエブのみに高張力鋼を使用することで高軸力を保持し,十分な塑性変形能力を有し得る柱部材を提案した。
ウエブに80キロ級の高張力鋼を使用したハイブリッド柱部材の載荷実験を通して,特に高軸力Fにおける力学性状について検討を加えた。試験体は,比較のために行った軟鋼柱部材も含めて9体であり,軸力比,ウエブ板厚をパラメータとした。その結果,ハイブリッド柱部材では高軸力下においても塑性中立軸がウエブ断面内に存在していることで,ウエブ断面内の圧縮応力分担領域が減少し,その結果として部材の最大耐力,塑性変形能力が向上することを明らかにした。さらにウエブの板厚をフランジ板厚よりも厚くした場合には,同時に連成局部座屈を抑えることができ,さらに部材の塑性変形能力が向上することを示した。
また柱部材の最大耐力,塑性変形能力についての実験式を示した。この実験式は軸力と幅厚比の二乗の積(γ)で整理され,最大耐力は指数曲線的,塑性変形能力は直線的に表される。γの増加にともないハイブリッド柱部材と軟鋼柱部材との開きが大きくなり,ハイブリッド柱部材の有効性が顕著になることを明らかにした。さらに,このハイブリッド柱部材の塑性変形能力を,短柱圧縮試験より得られる構成板要素の局部座屈耐力を用いた塑性変形能力評価法を使用して,軸力比及び幅厚比の関係で整理した。

researchmap
Study on Behavior of Steel Members Joints

　 More details

Grant type：Competitive

researchmap
Study on Plastic Deformation Behavior of Steel Members

　 More details

Grant type：Competitive

researchmap
鋼構造物の接合部性状に関する研究

　 More details

Grant type：Competitive

researchmap
鋼構造部材の塑性変形性状に関する研究

　 More details

Grant type：Competitive

researchmap
鋼構造部材の座屈性状に関する研究

　 More details

Grant type：Competitive

researchmap
Study on Buckling Behavior of Steel Members

　 More details

Grant type：Competitive

researchmap

▼display all