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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Published in | Structures (Oxford) Vol. 71; p. 107970 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.01.2025
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Subjects | |
Online Access | Get full text |
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