On the distortional-global interaction in cold-formed steel columns: Relevance, post-buckling behaviour, strength and DSM design
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference33 articles.
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3. Cold-formed steel lipped channel columns influenced by local-distortional interaction: strength and DSM design;Young;J. Struct. Eng. ASCE,2013
4. On the relevance of local-distortional interaction effects in the behaviour and design of cold-formed steel columns;Martins;Comput. Struct.,2015
5. On the influence of local-distortional interaction in the behaviour and design of cold-formed steel web-stiffened lipped channel columns;Martins;Thin-Walled Struct.,2016
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2. Post-buckling behavior and DSM design of cold-formed steel lipped channel columns experiencing local-distortional-global interaction;Structures;2024-09
3. Towards the next-generation design of cold-formed steel structures;Recent Trends in Cold-Formed Steel Construction;2024
4. Structural Behaviour of Cold-Formed Steel Built-Up Closed Cross-section Columns - Assessing the Influence of Parameters and Design Methods;Engineering Structures;2023-11
5. Cross-sectional optimization of perforated pallet rack columns against distortional and global buckling;Journal of Constructional Steel Research;2023-11
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