Compression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional Buckling-Reference-Cited by-同舟云学术

Compression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional Buckling

Published:2004-12 Issue:12 Volume:130 Page:1954-1963
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yang Demao¹,Hancock Gregory J.²

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sydney, N.S.W. 2006, Australia.

2. Bluescope Steel Professor of Steel Structures and Dean of Engineering, Dept. of Civil Engineering, Univ. of Sydney, N.S.W. 2006, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282004%29130%3A12%281954%29

Reference21 articles.

1. American Iron and Steel Institute (AISI). (2001). “North American specification for the design of cold-formed steel structural members.” Washington D.C.

2. Charnvarnichborikarn P. and Polyzois D. (1992). “Distortional buckling of cold-formed steel Z-section columns.” Proc. 11th Int. Specialist Conf. on Cold-Formed Steel Structures St. Louis 353–360.

3. Edge stiffeners for thin-walled members;Desmond T. P.;J. Struct. Div. ASCE,1981

4. Galambos T.V. ed. (1998). Guide to stability design criteria for metal structures 5th Ed. Wiley New York.

5. Distortional Buckling of Steel Storage Rack Columns

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