Cold-Formed Stainless Steel Sections Subjected to Web Crippling-Reference-Cited by-同舟云学术

Cold-Formed Stainless Steel Sections Subjected to Web Crippling

Published:2006-01 Issue:1 Volume:132 Page:134-144
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhou Feng¹²,Young Ben¹²

Affiliation:

1. Research Student, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Road, Hong Kong.

2. Associate Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Road, Hong Kong (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%290733-9445%282006%29132%3A1%28134%29

Reference17 articles.

1. American Society of Civil Engineers (ASCE). (2002a). “Commentary on Specification for the design of cold-formed stainless steel structural members.” SEI/A SCE-8-02 Reston Va.

2. American Society of Civil Engineers (ASCE). (2003). “Minimum design loads for buildings and other structures.” ASCE Standard 7-02.

3. American Society of Civil Engineers (ASCE). (2002b). “Specification for the design of cold-formed stainless steel structural members.” SEI/A SCE-8-02 Reston Va.

4. American Society for Testing and Materials (ASTM). (1997). “Standard test methods for tension testing of metallic materials.” E 8M-97 West Conshohocken Penn.

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