Behavior of Cold-Formed High Strength Stainless Steel Sections-Reference-Cited by-同舟云学术

Behavior of Cold-Formed High Strength Stainless Steel Sections

Published:2005-11 Issue:11 Volume:131 Page:1738-1745
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Young Ben¹²,Lui Wing-Man¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Rd., Hong Kong; formerly, Assistant Professor, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong (corresponding author).

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

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%282005%29131%3A11%281738%29

Reference19 articles.

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

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

3. Australian/New Zealand Standard (AS/NZS). (2001). “Cold-formed stainless steel structures.” AS/NZS 4673:2001 Standards Australia Sydney Australia.

4. Denston R. J. and White J. D. (1977). “An electrical demountable extensometer.” CUED Technical Rep. No. CUED/C-Struct/TR.61.

5. Eurocode 3 (EC3). (1996). “Design of steel structures–Part 1.4: General rules—Supplementary rules for stainless steels.” European Committee for Standardization (CEN) Eurocode 3 ENV 1993-1-4 Brussels Belgium.

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