BEHAVIOR OF COMPRESSION MEMBERS WITH LATERAL BRACING
Author:
Affiliation:
1. Dept. of Architecture and Civil Engineering, Faculty of Engineering, Kobe Univ.
2. Dept. of Architectural, Faculty of Engineering, Kyoto Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/61/483/61_KJ00004100386/_pdf
Reference1 articles.
1. 1) ZUK W. Lateral Bracing Forces on Beams and Columns. Proc. of ASCE. (1956) vol.82, no.EM3, p.1032-1-16.
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1. BUCKLING LOAD AND RIGIDITY OF REQUIRED LATERAL SUPPORT FOR H-SHAPED COMPRESSION MEMBER WITH ECCENTRIC BRACES;Journal of Structural and Construction Engineering (Transactions of AIJ);2003
2. Elasto-Plastic Behavior of Laterally-Braced Compression Members;Stability and Ductility of Steel Structures (SDSS'97);1998
3. POST BUCKLING BEHAVIOR OF COMPRESSION MEMBERS WITH ELASTIC PLASTIC LATERAL BRACING;Journal of Structural and Construction Engineering (Transactions of AIJ);1997
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