Channel Columns Undergoing Local, Distortional, and Overall Buckling-Reference-Cited by-同舟云学术

Channel Columns Undergoing Local, Distortional, and Overall Buckling

Published:2002-06 Issue:6 Volume:128 Page:728-736
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Young Ben¹,Yan Jintang²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

2. Postgraduate Research Student, School of Civil and Structural Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798.

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%282002%29128%3A6%28728%29

Reference12 articles.

1. ABAQUS Standard user’s manual . (1998). Hibbitt Karlsson and Sorensen Inc. Vols. 1 2 and 3 Version 5.8.

2. American Iron and Steel Institute (AISI). (1996a). Commentary on the 1996 edition of the specification for the design of cold-formed steel structural members Washington D.C.

3. American Iron and Steel Institute (AISI). (1996b). Specification for the design of cold-formed steel structural members Washington D.C.

4. Australian Standard. (1991). “Methods for tensile testing of metals.” AS 1391 Standards Association of Australia Sydney Australia.

5. Australian Standard. (1993). “Steel sheet and strip—hot-dipped zinc-coated or aluminium/zinc-coated.” AS 1397 Standards Association of Australia Sydney Australia.

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