ELASTIC LOCAL BUCKLING STRENGTH AND MAXIMUM STRENGTH OF COLD FORMED STEEL MEMBERS WITH DIFFERENT PLATE WIDTH ON ADJACENT PLATE ELEMENTS-Reference-Cited by-同舟云学术

ELASTIC LOCAL BUCKLING STRENGTH AND MAXIMUM STRENGTH OF COLD FORMED STEEL MEMBERS WITH DIFFERENT PLATE WIDTH ON ADJACENT PLATE ELEMENTS

Published:2018 Issue:749 Volume:83 Page:1051-1061
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:

KOBASHI Tomoki¹,IKARASHI Kikuo²,SHIMIZU Nobutaka³

Affiliation:

1. Steel Structures Research Lab., Nippon Steel & Sumitomo Metal Corporation /Dept. of Architecture and Building Engineering, Tokyo Institute of Technology

2. Dept. of Architecture and Building Engineering, Tokyo Institute of Technology

3. Steel Structures Research Lab., Nippon Steel & Sumitomo Metal Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/83/749/83_1051/_pdf

Reference11 articles.

1. 2) Von. Kármán, T. Sechler, E. E. and Donnell, L. H. : The Strength of Thin Plate in Compression, Transactions ASME, vol. 54, APM 54-5, 1932

2. 3) Winter, G. : Strength of Thin Steel Compression Flanges, Journal of Structural Engineering, ASCE, pp. 527-576, 1946

3. 4) Lind, N. C. Ravindra, M.K. Schorn, G.: Empirical Effective Width Formula, Proc. of ASCE, ST Div., Vol. 102, No. ST9, pp. 1741-1751, 1976

4. 6) North American Specification for the Design of Cold-Formed Steel Structural Members 2007 Edition, American Iron and Steel Institute, 2007

5. 7) Timoshenko, S. Gere, J. : Theory of elastic stability. McGraw-Hill, 1961

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