COUPLED LOCAL BUCKLING STRENGTH OF H-SHAPED MEMBERS UNDER COMPRESSION

Author:

MITSUI Kazuya1,KUWADA Ryohei2

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

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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