BUCKLING STRENGTH AND POST-BUCKLING STRENGTH OF THIN STEEL PLATE WITH VARIOUS ASPECT RATIO SUPPORTED PARTIALLY BY STEEL FRAMES-Reference-Cited by-同舟云学术

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BUCKLING STRENGTH AND POST-BUCKLING STRENGTH OF THIN STEEL PLATE WITH VARIOUS ASPECT RATIO SUPPORTED PARTIALLY BY STEEL FRAMES

Published:2007 Issue:617 Volume:72 Page:161-167
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:

KANEBAKO Yoshiharu¹,OGAWA Toshiyuki²,TAKEUCHI Toru²,MATSUBARA Yosuke¹

Affiliation:

1. Kanebako Structural Engineering

2. Dept. of Arch. and Building Eng., Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/72/617/72_KJ00004621797/_pdf

Reference11 articles.

1. 2) MIDAS Information technology. MIDAS GEN General structural design system, Analysis & Design. (2002)

2. 4) LEE S. C. Shear Buckling coefficients of plate girder web panels. Computers and Structures. (1996) vol.59, no.5, p.789-795.

3. 5) ALINIA M. M. Behavior of thin steel plate walls regarding frame members. J. Const. Steel Research. (2006) vol.62, no.7, p.730-738. doi:10.1016/j.jcsr.2005.11.007

4. 6) DRIVER R. G. Cyclic Test of Four-Story Steel Plate Shear Wall. Journal of Structural Engineering. (1998) vol.124, no.2, p.112-120.

5. 7) DRIVER R. G. FE and Simplified Models of Steel Plate Shear Wall. Journal of Structural Engineering. (1998) vol.124, no.2, p.121-130.

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