COUPLED LOCAL BUCKLING STRENGTH OF H-SHAPED MEMBERS UNDER COMPRESSION
Author:
Affiliation:
1. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology
2. Steel Structures Research Lab., Nippon Steel Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/86/782/86_619/_pdf
Reference14 articles.
1. 3) Mina Seif, Benjamin W. Schafer : Local buckling of structural steel shapes, Journal of Constructional Steel Research, Vol. 66, pp. 1232 - 1247, 2010
2. 4) Toshiro Suzuki, Toshiyuki Ogawa, Kikuo Ikarashi : A STUDY ON LOCAL BUCKLING BEHAVIOR OF HYBRID H-SHAPED SHORT-COLUMN, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 438, pp. 147 - 155, 1992. 8 (In Japanese)
3. 6) G. Haaijer, B. Thurlimann : Local buckling of wide-flange shapes, Lehigh University, (1954)"
4. (1954). Fritz Laboratory Reports. 1421.
5. 7) Li, Z., Schafer, B.W : Buckling analysis of cold-formed steel members with general boundary conditions using CUFSM: conventional and constrained finite strip methods, Proceedings of the 20th Int; 1. Spec. Conf. on Cold-Formed Steel Structures, pp. 17 -31, 2010
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