Buckling behaviour of cold-formed steel sigma and lipped channel beam–column members
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference38 articles.
1. Behavior and design of cold-formed steel bolted connections subjected to combined actions;Mojtabaei;J. Struct. Eng.,2021
2. Local buckling in cold-formed steel moment-resisting bolted connections: Behavior, capacity, and design;Mojtabaei;J. Struct. Eng.,2020
3. Experimental and theoretical investigation of cold-formed single lipped sigma columns;El Aghoury;Thin-Walled Struct.,2017
4. Structural size optimization of single and built-up cold-formed steel beam-column members;Mojtabaei;J. Struct. Eng.,2021
5. North American Specification for the Design of Cold-Formed Steel Structural Members;AISI S100-16,2016
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1. Predicting the load-bearing capacity of lipped channel section cold formed steel profiles under combined effects using machine learning;Structures;2024-08
2. Optimized Interaction Equations for More Efficient Design of CFS Channels under Combined Compression and Biaxial Bending;Journal of Structural Engineering;2024-08
3. Influence of section profiles on flexural behavior of unsymmetrical cold formed steel sections – analytical and numerical investigation;Journal of Structural Fire Engineering;2024-07-08
4. Numerical and Experimental Analysis of Buckling and Post-Buckling Behaviour of TWCFS Lipped Channel Section Members Subjected to Eccentric Compression;Materials;2024-06-12
5. Buckling behavior of cold-formed steel lipped channel beam-column members under monotonic and cyclic loadings;STRUCT ENG MECH;2024
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