Tests, numerical simulations and design of G550 high strength cold-formed steel lipped channel section columns failing by interactive buckling
Author:
Funder
Harbin Institute of Technology
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference75 articles.
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4. Structural behaviour and design of press-braked S690 high strength steel channel sections under combined compression and minor-axis bending;Zhang;Thin Walled Struct.,2023
5. Cross-sectional behaviour of press-braked S690 high strength steel slender channel section stub columns under minor-axis combined loading;Zhang;J. Constr. Steel Res.,2023
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