Experimental investigation concerning lipped channel columns undergoing local–distortional–global buckling mode interaction
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference25 articles.
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3. Review: the direct strength method of cold-formed steel member design;Schafer;Journal of Constructional Steel Research,2008
4. Local-global buckling interaction procedures for the design of cold-formed columns: effective width and direct strength integrated approach;Batista;Thin-Walled Structures,2009
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