Authorship：Corresponding author   Language：Japanese   Publishing type：Research paper (scientific journal)  

researchmap

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

DOI： 10.3130/aijs.89.780

researchmap

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

DOI： 10.3130/aijs.89.639

researchmap

Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：MDPI AG  

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

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

DOI： 10.3130/aijs.89.342

researchmap

Authorship：Lead author,　Corresponding author  

DOI： 10.20944/preprints202402.0856.v1

researchmap

Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：Wiley  

Abstract

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

Authorship：Corresponding author  

DOI： 10.1007/978-3-031-62884-9_23

researchmap

Authorship：Corresponding author  

DOI： 10.1007/978-3-031-62884-9_5

researchmap

Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper (scientific journal)   Publisher：Architectural Institute of Japan  

DOI： 10.3130/aijs.88.1569

researchmap

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

researchmap

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

researchmap

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

researchmap

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

researchmap

Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：Elsevier BV  

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

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

DOI： 10.3130/aijs.88.687

researchmap

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

DOI： 10.3130/aijs.88.519

researchmap

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

Abstract

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

Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：Wiley  

Abstract

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

Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：Wiley  

Abstract

This research aims to theoretically derive a closed‐form evaluation formula for the coupled local buckling strength of I‐shaped steel members under uniform bending. Power trigonometric functions are used to devise a particular displacement function. Because the function is fast‐converging compared to the Fourier function, it is possible for the buckling deflection to be described using only two terms of the trigonometric function. Subsequently, a closed‐form evaluation equation is proposed based on the displacement function. An eigenvalue analysis based on the finite element method is then conducted to verify the reliability and effectiveness of the proposed equation.

DOI： 10.1002/2475-8876.12355

researchmap

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

researchmap

Authorship：Last author   Language：Japanese   Publishing type：Research paper (scientific journal)  

researchmap

Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：Hindawi Limited  

Oblique plates are utilized in a variety of applications in steel structures such as panel zones. As shear stresses generally act upon panel zones, it is important to evaluate the shear buckling resistance of panel zones, especially as thinner steel plates have been used in recent years. In contrast to the stability problem of rectangular plates, which has been extensively studied, the elastic buckling strengths of oblique plates are not entirely clear, even under basic stress conditions such as uniform shear stress. This study investigated the elastic shear buckling stress of oblique plates. The main goals were to examine the buckling behavior of simply and clamped supported oblique plates and propose convenient and reliable design equations to predict the elastic shear buckling coefficients. By adopting the energy method based on Timoshenko’s plate buckling theory, the influence of the geometry of the oblique plates and the direction of the shear stress were investigated. Furthermore, highly convenient design equations for elastic shear buckling coefficients were proposed. The accuracy of the proposed equation was assessed using extensive parametric studies based on the finite element method using MSC Marc software.

DOI： 10.1155/2022/9532380

researchmap

Other Link： http://downloads.hindawi.com/journals/mpe/2022/9532380.xml

Publishing type：Research paper (scientific journal)  

DOI： 10.1155/2022/9532380

researchmap

Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper (scientific journal)   Publisher：Architectural Institute of Japan  

DOI： 10.3130/aijs.87.139

researchmap

Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper (scientific journal)   Publisher：Architectural Institute of Japan  

DOI： 10.3130/aijs.86.1685

researchmap

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

DOI： 10.3130/aijs.86.1570

researchmap

Authorship：Last author   Language：Japanese   Publishing type：Research paper (scientific journal)  

researchmap

Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper (scientific journal)  

researchmap

Authorship：Last author   Language：Japanese   Publishing type：Research paper (scientific journal)  

researchmap

Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper (scientific journal)   Publisher：Architectural Institute of Japan  

DOI： 10.3130/aijs.86.1369

researchmap

Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper (scientific journal)   Publisher：Architectural Institute of Japan  

DOI： 10.3130/aijs.86.979

researchmap

Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper (scientific journal)   Publisher：Architectural Institute of Japan  

DOI： 10.3130/aijs.86.619

Scopus

researchmap

Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper (scientific journal)   Publisher：Architectural Institute of Japan  

DOI： 10.3130/aijs.86.157

researchmap

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

DOI： 10.3130/aijs.85.1655

Scopus

researchmap

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

researchmap

Authorship：Last author   Language：Japanese   Publishing type：Research paper (scientific journal)  

researchmap

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

DOI： 10.3130/aijs.85.1491

Scopus

researchmap

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

researchmap

Authorship：Last author   Language：Japanese   Publishing type：Research paper (scientific journal)  

DOI： 10.3130/aijs.85.957

researchmap

Authorship：Last author   Language：Japanese   Publishing type：Research paper (scientific journal)  

DOI： 10.3130/aijs.85.759

researchmap

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

&nbsp;Square steel tubular columns are widely used in moment resisting frames. The moment resisting frame system will resist the horizontal load action through the flexural manner of the columns. Therefore, the columns will subject the axial force and the bending moment simultaneously. Under the seismic action, the effect of the bending moment that is the result of the shear force subjected to the column will be significant; the structural safety of the column at the ultimate limit state (ULS) shall be guaranteed. Recommendation for Limit State Design of Steel Structures and Recommendation for Plastic Design of Steel Structures specifies the requirements for the column to guarantee sufficient strength and ductility at the ULS. However, the appropriateness of requirements for square steel tubular column is not verified clearly. The test results, where the square steel tubular columns are under compressive axial force with different moment distribution, were reported in the previous papers. In this paper, structural performance evaluation of square steel tubular column is conducted based on the existing test results. Collapse mode, maximum bending moment, plastic deformation capacity, and moment amplification factor are evaluated; comparison study between the current design recommendation is also shown.<br>&nbsp;This study revealed the following results.<br>&nbsp;1) The design requirement (Eq. (2)) that is specified for the column expected to form the plastic hinge provided conservative results. The gap between the collapse mode observed from the testing and that is expected in the design requirements gets larger when the moment distribution will get close to antisymmetric bending moment. In this study, Eq. (10) is shown to evaluate the collapse mode reasonably. Moreover, Eq. (10) still fulfill the required minimum plastic deformation capacity that is stipulated in the recommendations.<br>&nbsp;2) Design strength of the column which will not fulfill the requirements for the column to form plastic hinge showed conservative results when it was computed from current recommendations. The design strength computed from the old version of the recommendation provided more reasonable results.<br>&nbsp;3) Moment amplification factor that is used to evaluate the P&delta; effects was compared with the test result. It was confirmed that some columns showed unconservative results at the ultimate limit state. The column categorized to have no P&delta; effects per Eq. (14) but could not resist full plastic moment (i.e., M_pc) during the test showed large second-order effects. In this case, the maximum bending moment through the column cannot be evaluated appropriately. However, this kind of phenomenon was observed in two specimens only. A further study shall be needed for the evaluation.<br>&nbsp;4) Large deviation was observed at the plastic deformation capacity of the column under the double curvature bending when it was compared with the formula that is proposed for one end bending moment condition. From the regression analysis, the formulae that will evaluate the plastic deformation capacity of the column were shown. The derived formulae are not including the parameter of the width-to-thickness ratio; therefore, further study shall be needed for the proposal.

DOI： 10.3130/aijs.83.1365

CiNii Books

researchmap

Other Link： https://www.aij.or.jp/paper/detail.html?productId=615338

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

&nbsp;In Japan, square steel tubular columns are widely used. When the building is under a seismic action, columns will be subjected to axial force with double curvature bending moment. Therefore, it is important to design the column under these combined loading in the ultimate limit state to guarantee the safety. Recommendation for Limit State Design of Steel Structure (LSD) and Recommendation for the Plastic Design of Steel Structures specify the requirements for column to guarantee sufficient strength and ductility. The plastic deformation capacity of the column that is subjected to compressive axial force with one end monotonic bending moment is ensured more than 3 by LSD. However, deformation capacity of the column that are subjected to compressive axial force with monotonic double curvature bending moment is not shown clearly. Test results that can confirm the appropriateness of LSD requirements for square steel tubular column are limited. It is necessary to gather more data of maximum strength, deformation capacity, and elasto-plastic behavior of square steel tubular columns by testing. Moreover, column that is subjected to compressive axial force is important to take into account second-order effects.<br>&nbsp;In this study, testing where axial force with monotonic double curvature bending moment (end bending moment ratio equal to 0.5) are applied to the columns simultaneously are conducted. Maximum bending moment, plastic deformation capacity, and second-order effect that will be caused by P&delta; moment were evaluated from the test results. Comparison between LSD requirements and test results were also shown.<br>&nbsp;From the test results, followings are found.<br>&nbsp;1) Two types of collapse mechanism are confirmed.<br>&nbsp;i) Local buckling occurred at one end of the column determined the ultimate state and deformation capacity.<br>&nbsp;ii) P&delta; moment determined the moment capacity at the loading point; increment of the bending deflection determined the ultimate state. Local buckling was not observed during the testing.<br>&nbsp;2) When the value of n_y&middot;&lambda;_c0² is greater than 0.20, second-order effects determined the plastic deformation capacity. Plastic deformation capacity R of the columns that were determined by P&delta; moment had a linear relation between n_y&middot;&lambda;_c0². When the value of n_y&middot;&lambda;_c0² is smaller than 0.17, plastic hinge was formed at the end of the column and determined the collapse mechanism. Nominal width-to-thickness ratio equals to 20.8 that was used in the testing had a plastic deformation capacity around 4.0 when it was determined by local buckling collapse.<br>&nbsp;3) Plastic deformation capacity greater than 3 were observed even if the current LSD limitation was not satisfied. However, from the point of view of collapse mechanism, LSD limitation can form a plastic hinge at the end of the column which is expected in design.<br>&nbsp;4) Even if moment amplification factor calculated by LSD is 1.0, the location of the maximum moment may appear in the middle of the column. i) ii)

DOI： 10.3130/aijs.83.739

CiNii Books

researchmap

Other Link： https://www.aij.or.jp/paper/detail.html?productId=613859

Authorship：Lead author   Language：English   Publishing type：Research paper (scientific journal)  

researchmap

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

DOI： 10.3130/aijs.82.1787

researchmap

Authorship：Lead author,　Corresponding author   Language：English   Publishing type：Research paper (scientific journal)   Publisher：University of Zielona Góra, Poland  

In Japan, built-up member composed with light gauge is used for studs of shear wall. Flexural buckling stress of built-up compression member is evaluated by effective slenderness ratio. The effective slenderness ratio of light gauge built-up compression member is proposed for heavy sections; however, it is not verified that it can be adopted in light gauge. In this paper, full scale testing of light gauge built-up members are conducted. From the test results, it is shown that current Standard overestimates the buckling strength. Based on energy equilibrium theory, modified effective slenderness ratio for light gauge built-up member is derived. The validity of the modified effective slenderness ratio is shown with test results.

DOI： 10.1515/ceer-2017-0027

researchmap

Other Link： https://www.ceer.com.pl/pdf-167910-90998

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

DOI： 10.3130/aijs.82.929

researchmap

Authorship：Last author   Language：Japanese   Publishing type：Research paper (scientific journal)  

DOI： 10.3130/aijs.82.701

CiNii Books

researchmap

Authorship：Last author   Language：Japanese   Publishing type：Research paper (scientific journal)  

DOI： 10.3130/aijs.82.267

CiNii Books

researchmap

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

DOI： 10.3130/aijs.81.1933

Scopus

CiNii Books

researchmap

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

DOI： 10.3130/aijs.81.1343

researchmap

Authorship：Lead author,　Corresponding author   Language：Japanese  

CiNii Books

researchmap

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

DOI： 10.3130/aijs.80.1307

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：English   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：日本建築学会  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：日本建築学会  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Other Link： https://www.aij.or.jp/paper/detail.html?productId=613961

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：日本建築学会  

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：日本建築学会  

researchmap

Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Other Link： https://www.aij.or.jp/paper/detail.html?productId=601083

Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Other Link： https://www.aij.or.jp/paper/detail.html?productId=601082

Authorship：Lead author,　Corresponding author   Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Other Link： https://www.aij.or.jp/paper/detail.html?productId=601084

Language：Japanese   Publisher：日本建築学会  

researchmap

Language：Japanese   Publisher：日本建築学会  

researchmap

Language：Japanese   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Other Link： https://www.aij.or.jp/paper/detail.html?productId=600950

Language：Japanese   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Other Link： https://www.aij.or.jp/paper/detail.html?productId=419402

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Other Link： https://www.aij.or.jp/paper/detail.html?productId=419197

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Language：Japanese   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Language：Japanese   Publishing type：Research paper, summary (national, other academic conference)   Publisher：Architectural Institute of Japan  

CiNii Books

researchmap

Language：English   Presentation type：Poster presentation  

researchmap

Language：English   Presentation type：Poster presentation  

researchmap

Language：English   Presentation type：Oral presentation (invited, special)  

researchmap

Language：English   Presentation type：Oral presentation (general)  

researchmap

Language：English   Presentation type：Oral presentation (general)  

researchmap

Language：English   Presentation type：Oral presentation (general)  

researchmap

Language：English   Presentation type：Oral presentation (general)  

researchmap

Language：English   Presentation type：Oral presentation (general)  

researchmap

Language：English   Presentation type：Oral presentation (invited, special)  

researchmap

Language：English   Presentation type：Oral presentation (invited, special)  

researchmap

Language：English   Presentation type：Oral presentation (invited, special)  

researchmap

Language：English   Presentation type：Oral presentation (general)  

researchmap

Language：English   Presentation type：Oral presentation (invited, special)  

researchmap

Language：English   Presentation type：Oral presentation (general)  

researchmap

Language：English   Presentation type：Oral presentation (invited, special)  

researchmap

Language：English   Presentation type：Oral presentation (general)  

researchmap

Language：English   Presentation type：Oral presentation (keynote)  

researchmap

Language：Japanese   Presentation type：Symposium, workshop panel (nominated)  

researchmap

Applicant：日本製鉄株式会社

Application no：特願2919-120983  Date applied：2019.6

Patent/Registration no：特許7211287  Date registered：2021.1  Date issued：2023.1

researchmap

Applicant：日本製鉄株式会社

Application no：特願2019-3594  Date applied：2019.2

Announcement no：特開2020-139521 

Patent/Registration no：特許7295385  Date registered：2020.9  Date issued：2023.6

researchmap

Applicant：日本製鉄株式会社

Application no：特願2019-120970 

Patent/Registration no：特許7211281  Date registered：2021.1  Date issued：2023.1

researchmap