Optimization design of high-strength cold-formed web-stiffened lipped channel steel columns under compression
Author:
Funder
National Natural Science Foundation of China
Natural Science Foundation of Jiangsu Province
Publisher
Elsevier BV
Reference29 articles.
1. Compression tests and numerical analysis of web-stiffened channels with complex edge stiffeners;Wang;J Constr Steel Res,2016
2. Distortional buckling of CFS stiffened lipped channel compression members;Kumar;J Struct Eng (ASCE),2014
3. On the strength and DSM design of cold-formed steel web/flange-stiffened lipped channel columns buckling and failing in distortional modes;Landesmann;Thin-Walled Struct,2016
4. Design of cold-formed steel channels with stiffened webs subjected to bending;Wang;Thin-Walled Struct,2014
5. Buckling strength of axially loaded cold formed built-up I-sections with and without stiffened web;Abu-Hamd;Ain Shams Eng J,2018
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1. A non-uniform compound strip method for effective buckling analysis of stiffened structures;Composite Structures;2025-01
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