Distortional buckling behaviour of intermediate cold-formed steel lipped channel section with various web stiffeners under compression
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s40091-018-0191-3/fulltext.html
Reference20 articles.
1. Anil Kumar MV, Kalyanaraman V (2014) Distortional buckling of CFS stiffened lipped channel compression members. J Struct Eng. https://doi.org/10.1061/(asce)st.1943-541x.0001027
2. Aruna G, Sukumar S, Karthika V (2015) Study on cold-formed steel built-up square sections with intermediate flange and web stiffeners. Asian J Civ Eng (bhrc) 16:919–931. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:5(727)
3. Chen J, He Y, Jin WL (2010) Stub column tests of thin-walled complex section with intermediate stiffeners. Thin-Walled Structures 48:423–429. https://doi.org/10.1016/j.tws.2010.01.008
4. Hancock GJ (1985) Distortional buckling of steel storage rack columns. J Struct Eng 111:2770–2783. https://doi.org/10.1680/stbu.12.00055
5. He Z, Zhou X, Liu Z, Chen M (2014) Post-buckling behaviour and DSM design of web-stiffened lipped channel columns with distortional and local mode Interaction. Thin-Walled Struct 84:189–203. https://doi.org/10.1016/j.tws.2014.07.001
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