Experimental investigation on cold-formed steel stiffened lipped channel columns undergoing local-distortional interaction
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference28 articles.
1. Review: interactive behaviour, failure and DSM design of cold-formed steel members prone to distortional buckling;Camotim;Thin-Walled Struct.,2018
2. On the relevance of local-distortional interaction effects in the behaviour and design of cold-formed steel columns;Martins;Comput. Struct.,2015
3. Cold-formed steel columns undergoing local-distortional coupling: behaviour and direct strength prediction against interactive failure;Dinis;Comput. Struct.,2015
4. On the mechanics of local-distortional interaction in thin-walled lipped channel columns;Martins;Thin-Walled Struct.,2018
5. Post-buckling behaviour and direct strength design of lipped channel columns experiencing local/distortional interaction;Silvestre;J. Constr. Steel Res.,2012
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