On the relevance of local–distortional interaction effects in the behaviour and design of cold-formed steel columns

Published 2015 View Full Article

Authors

Keywords

Cold-formed steel columns, Lipped channel, hat, zed and rack cross-sections, Local–distortional interaction, Post-buckling behaviour, Ultimate strength, Direct Strength Method (DSM)

Journal

COMPUTERS & STRUCTURES

Volume 160, Issue -, Pages 57-89

Publisher

Elsevier BV

Online

2015-08-29

DOI

10.1016/j.compstruc.2015.08.003

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