Local–distortional interaction in cold-formed steel rack-section columns
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference16 articles.
1. Local-distortional interaction in cold-formed steel columns: non-linear behaviour, strength and DSM design;Camotim,2013
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3. Compression tests of high strength steel channel columns with interaction between local and distortional buckling;Yang;Journal of Structural Engineering (ASCE),2004
4. Compression tests of high strength cold-formed steel channels with buckling interaction;Kwon;Journal of Constructional Steel Research,2009
5. Experimental study of high strength cold-formed stiffened web steel sections;Yap;Journal of Structural Engineering (ASCE),2011
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