Influence of lateral restraint on lateral-torsional buckling of cold-formed steel purlins-Reference-Cited by-同舟云学术

Influence of lateral restraint on lateral-torsional buckling of cold-formed steel purlins

Published:2005-05 Issue:5 Volume:43 Page:800-810
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Chu Xiao-ting,Rickard Jamie,Li Long-yuan

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. The behaviour and design of cold-formed purlins;Hancock;Steel Construct,1997

2. Cold-formed steel structures;Hancock;J Construct Steel Res,2003

3. Design of structures using cold formed steel sections;Rhodes,1993

4. British Standards Institution. BS5950, Structural use of steel in building, part 5. Code of practice for design of cold formed sections. BCI; 1987.

5. EuroCode 3. Design of steel structures, part 1.3: general rules for cold formed thin gauge members and sheeting. British Standards Institution; 1996.

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