Flexural–torsional buckling behaviour and design of cold-formed steel compression members at elevated temperatures
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference24 articles.
1. Review: the direct strength method of cold-formed steel member design;Schafer;J Constr Steel Res,2008
2. Structural behaviour of thin-walled short steel channel columns at elevated temperatures. Part 1: experiments;Feng;Thin-Walled Struct,2003
3. Structural behaviour of thin-walled short steel channel columns at elevated temperatures. Part 2: design calculations and numerical analyses;Feng;Thin-Walled Struct,2003
4. Cold-formed steel lipped channel columns at elevated temperatures;Chen;Eng Struct,2007
5. Flexural–torsional buckling tests of cold-formed steel compression members at elevated temperatures;Bandula Heva;Steel Compos Struct,2012
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