Built-up back-to-back cold-formed steel compression members failing by local and distortional buckling
Author:
Funder
Australian Research Council
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference31 articles.
1. AISI S100, North American Specification for the Design of Cold-Formed Steel Structural Members,2016
2. AS/NZS 4600, Cold-Formed Steel Structures,2018
3. Behavior of cold-formed steel built-up I-sections;Stone;Thin-Walled Struct.,2005
4. Effect of thickness on the behaviour of axially loaded back-to-back cold-formed steel built-up channel sections - experimental and numerical investigation;Roy;Structure,2018
5. Ultimate load-carrying capacity of cold-formed thin-walled columns with built-up box and I section under axial compression;Li;Thin-Walled Struct.,2014
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