Research on the flexural buckling behavior of the cold-formed steel back-to-back built-up columns with Σ-section
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference26 articles.
1. Design of cold-formed steel built-up back-to-back columns subject to local-flexural interactive buckling [J];Mahar;J Struct Eng,2023
2. Experimental investigation and a novel direct strength method for cold-formed built-up I-section columns[J];Lu;Thin-Walled Struct,2017
3. Experiments on the global buckling and collapse of built-up cold-formed steel columns[J];Fratamico;J Constr Steel Res,2018
4. Effect of thickness on the behaviour of axially loaded back-to-back cold-formed steel built-up channel sections - Experimental and numerical investigation[J];Roy;Structures,2018
5. Analysis to determine flexural buckling of cold-formed steel built-up back-to-back section columns[J];Zhou;J Constr Steel Res,2020
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