BUCKLING STRENGTH AND BEHAVIOR OF ELASTIC LOCAL BUCKLING FOR COLD-FORMED CHANNEL MEMBER UNDER COMPRESSION

Author:

MITSUI Kazuya1,IKARASHI Kikuo1

Affiliation:

1. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference21 articles.

1. 1) K. Mitsui, A. Watanabe, T. Kobashi, K. Ikarashi: EFFECT OF GEOMETRICAL IMPERFECTIONN ON ANALYTICAL BUCKLING STRENGTH OF COLD-FORMED LIPPED CHANNEL STEEL MEMBER UNDER COMPRESSION, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 86, No. 779, pp. 157 - 167, 2021. 1 (In Japanese)

2. 2) American Iron and Steel Institute (AISI): North American Specification for the Design of Cold-Formed Steel Structural Members, 2016

3. 3) CEN Brussels : EN 1993-1-1. Eurocode 3 - design of steel structures. Part 1-1, General rules and rules for buildings, 2005. 5

4. 4) Australian/New Zealand Standard: Cold-formed Steel Structure, Standards Australia/Standards New Zealand, 1996

5. 5) S. C. W. Lau, G. J. Hancock: Distortional Buckling Formulas for Channel Columns, Journal of Structural Engineering, Vol. 113 (5), pp. 1063 - 1078, 1987. 5

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