STICK MODEL OF RECTANGULAR HOLLOW STRUCTURAL SECTION STEEL COLUMNS WITH LOCAL BUCKLING UNDER HIGH AXIAL FORCE
Author:
Affiliation:
1. Hokkaido University
2. Former Tokyo Institute of Technology
3. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/84/760/84_863/_pdf
Reference29 articles.
1. 1) Yuko Shimada, Keiichiro Suita, Satoshi Yamada, Yuichi Matsuoka, Motohide Tada, Makoto Ohsaki, and Kazuhiko Kasai : Collapse Behavior on Shaking Table Test -Dynamic collapse test of full-scale 4-story steel building Part 3-, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 75, No. 653, pp. 1351-1360, 2010.7 (in Japanese)
2. 2) Ryohei Kuwata, Yuji Koetaka and Keiichiro Suita : Plastic Deformation Capacity of Cold Press-Formed SHS Columns Determined by Local Buckling and Fracture, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 80, No. 718, pp. 1961-1970, 2015.12 (in Japanese)
3. 3) Satoshi Yamada, Takanori Ishida, Yuko Shimada : Hysteresis Model Of RHS Columns In The Deteriorating Range Governed By Local Buckling, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 77, No. 674, pp. 627-636, 2012.4 (in Japanese)
4. 4) Satoshi Yamada, Takanori Ishida, Yuko Shimada and Tatsuya Matsunaga : Cyclic Loading Test on RHS Columns under Bi-directional Horizontal Forces, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 78, No. 683, pp. 203-212, 2013.1 (in Japanese)
5. 5) Takanori Ishida, Satoshi Yamada and Yuko Shimada : Analytical model of RHS Columns under Random Bi-directional Horizontal Forces, Vol. 78, No. 691, pp. 1631-1640, 2013.9 (in Japanese)
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