STRENGTH AND BEHAVIOR OF ELASTIC DISTORTIONAL BUCKLING FOR COLD-FORMED CHANNEL MEMBER UNDER COMPRESSION-Reference-Cited by-同舟云学术

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

Published:2022-01-30 Issue:791 Volume:87 Page:139-148
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:

MITSUI Kazuya¹,IKARASHI Kikuo¹,KOBASHI Tomoki²,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

Link

https://www.jstage.jst.go.jp/article/aijs/87/791/87_139/_pdf

Reference18 articles.

1. 1) Guide for Designing Cold-formed Steel Structures 2nd Edition, Gihodo Shuppan Co.,Ltd., 2014 (in Japanese)　薄板軽量形鋼造建築物設計の手引き第2 版, 技報堂出版, 2014

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

3. 3) 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

4. 4) G J. Hancock: Design for Distortional Buckling of Flexural Members, Thin-Walled Structures, Vol. 27 (1), pp. 3 - 12, 1997. 1

5. 5) G J. Hancock, C. A. Rogers, R. M. Schuster: Comparison of the Distortional Buckling Method for Flexural Members with Tests, Proceeding 13^th International Specialty Conference on Cold-Formed Steel Structures, pp. 125 - 138, 1996. 10

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