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

Cold-Formed High-Strength Stainless Steel Tubular Sections Subjected to Web Crippling

Author:

Zhou Feng¹²,Young Ben¹²

Affiliation:

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

2. Associate Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Rd., Hong Kong (corresponding author). E-mail: young@hku.hk

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference16 articles.

2. ASCE. (2002a). “Specification for the design of cold-formed stainless steel structural members.” SEI/ASCE-8-02 Reston Va.

3. ASCE. (2002b). “Commentary on specification for the design of cold-formed stainless steel structural members.” SEI/ASCE-8-02 Reston Va.

4. ASTM. (1997). “Standard test methods for tension testing of metallic materials.” E 8M-97 West Conshohocken Pa.

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

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