Design of Stiffened Elements in Cold-Formed Stainless Steel Sections-Reference-Cited by-同舟云学术

Design of Stiffened Elements in Cold-Formed Stainless Steel Sections

Published:2004-11 Issue:11 Volume:130 Page:1764-1771
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rasmussen Kim J. R.¹,Burns Tim²,Bezkorovainy Paul³

Affiliation:

1. MSc Eng PhD, Dept. of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

2. B. E., Dept. of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

3. B. E., Univ. of Sydney, Sydney, NSW 2006, Australia.

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%282004%29130%3A11%281764%29

Reference15 articles.

1. American Society of Civil Engineers (ASCE). (2003). “Specification for the design of cold-formed stainless steel structural members.” SEI/ASCE-8 ASCE Reston Va.

2. Australian Standards ( 2001). “Cold-formed stainless steel structures.” AS/NZS4673 Standards Australia Sydney Australia.

3. Strength Curves for Metal Plates in Compression

4. Bleich F. (1952). Buckling strength of metal structures McGraw-Hill New York.

5. European Committee for Standardization (CEN). (1996). Design of steel structures part 1.4. “Eurocode 3 ” Brussels Belgium.

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