PLASTIC DEFORMATION CAPACITY OF STEEL BEAM-COLUMN DETERMINED BY IN-PLANE INSTABILITY-Reference-Cited by-同舟云学术

PLASTIC DEFORMATION CAPACITY OF STEEL BEAM-COLUMN DETERMINED BY IN-PLANE INSTABILITY

Published:2022-04-01 Issue:794 Volume:87 Page:381-392
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

SATO Atsushi¹,FUJIWARA Ukyo²

Affiliation:

1. Graduate School of Engineering, Nagoya Institute of Technology

2. Former, Dept. Architecture, Design, Civil Engineering and Industrial Management Engineering, Nagoya Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/87/794/87_381/_pdf

Reference14 articles.

1. 1) Inoue K. and Suita K. : Kenchikukoukouzou -Sono Riron to Sekkei- (Steel Structure -Theory and Design-), Kajima Institute Publushing, 2013.2 (in Japanese)　井上一郎, 吹田啓一郎：建築鋼構造 - その理論と設計 -, 鹿島出版, 2013.2

2. 2) Architectural Institute of Japan : AIJ Recommendations for Plastic Design of Steel Structures, 2017.2 (in Japanese)　日本建築学会 : 鋼構造塑性設計指針 , 2017.2

3. 3) Sato A. and Yamada S. : EXPERIMENTAL STUDY ON SHALLOW H-SHAPED STEEL COLUMN UNDER COMPRESSIVE AXIAL FORCE WITH ONE END BENDING MOMENT, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.86, No.784, pp.1002-1013, 2021.6 (in Japanese)　佐藤篤司, 山田隼地：軸方向圧縮力と一端曲げモーメントを受ける広幅 H形断面鋼柱の実験的研究, 日本建築学会構造系論文集, 第 86 巻, 第 784 号, pp.1002-1013, 2021.6

4. 4) Sato A. and Mitsui K. : EXPERIMENTAL STUDY ON SQUARE STEEL TUBULAR COLUMNS UNDER COMPRESSIVE AXIAL FORCE WITH ONE END MONOTONIC BENDING MOMENT, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.81, No.729, pp.1933-1943, 2016.11 (in Japanese)　佐藤篤司, 三井和也：軸方向圧縮力と一端単調曲げモーメントを受ける角形鋼管柱の実験的研究, 日本建築学会構造系論文集, 第 81 巻, 第 729 号, pp.1933-1943, 2016.11

5. 5) Sato A., Kenta I., and Mitsui K. : EXPERIMENTAL STUDY ON SQUARE STEEL TUBULAR COLUMNS UNDER COMPRESSIVE AXIAL FORCE WITH MONOTONIC DOUBLE CURVATURE BENDING MOMENT In case of end momen bending moment ratio equal to 0.5, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.83, No.747, pp.739-749, 2018.5 (in Japanese)　佐藤篤司, 位田健太, 三井和也：軸方向圧縮力と単調複曲率曲げモーメントを受ける角形鋼管柱の実験的研究材端曲げモーメント比を 0.5 とした場合, 日本建築学会構造系論文集, 第 83 巻, 第 747 号, pp.739-749, 2018.5

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