Local-global interaction buckling and load carrying capacity calculation method of cold-formed steel built-up closed section column

Cold-formed steel built-up closed section columns, composed of the lipped channel and channel section components connected by self-tapping screws, have been widely studied both experimentally and theoretically. However, a universally accepted design method for these columns has yet to be established...

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Bibliographic Details
Published inStructures (Oxford) Vol. 71; p. 107970
Main Authors Wang, Shuaibing, Zhou, Tianhua, Liao, Tianwei, Wang, Yan, Sang, Liurui, Zhang, Lei
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.01.2025
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