Experimental Investigation and Direct Strength Design of High-Strength, Complex C-Sections in Pure Bending-Reference-Cited by-同舟云学术

Experimental Investigation and Direct Strength Design of High-Strength, Complex C-Sections in Pure Bending

Published:2013-11 Issue:11 Volume:139 Page:1842-1852
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pham Cao Hung¹,Hancock Gregory J.²

Affiliation:

1. Australian Research Council Postdoctoral Fellow, School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

2. Emeritus Professor and Professorial Research Fellow, School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia (corresponding author).

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%29ST.1943-541X.0000736

Reference16 articles.

1. American Iron and Steel Institute (AISI). (2001). Commentary on the load and resistance factor design specification for cold-formed steel structural member Washington DC.

2. American Iron and Steel Institute (AISI). (2007). “North American Specification for the Design of Cold-Formed Steel Structural Members.” S100-2007 Washington DC.

3. Centre for Advanced Structural Engineering (CASE). (2006). THIN-WALL: A computer program for cross-section analysis and finite strip buckling analysis and direct strength design of thin-walled structures Version 2.1 Centre for Advanced Structural Engineering School of Civil Engineering Univ. of Sydney Sydney Australia.

4. Cheung Y. K. (1976). Finite strip method in structural analysis Pergamon Press New York.

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