Improving the GBT-based buckling analysis of restrained cold-formed steel members by considering constrained deformation modes
Author:
Funder
CNPq
CAPES
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference49 articles.
1. Direct strength method (DSM) – a general approach for the design of cold-formed steel structures;Camotim,2016
2. Advances in the direct strength method of cold-formed steel design;Schafer;Thin-Walled Struct.,2019
3. Extending the direct strength method for cold-formed steel design to through-fastened simple span girts and purlins with laterally unbraced compression flanges;Gao;J. Struct. Eng. (ASCE),2014
4. Buckling behaviour of partially restrained cold-formed steel zed purlins subjected to transverse distributed uplift loading;Ren;Eng. Struct.,2016
5. Behavior and design of sheathed cold-formed steel stud walls under compression;L.C.M.;J. Struct. Eng. (ASCE),2013
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2. Extending Generalized Beam Theory to Allow Cross-Section Discontinuities: Application to Stiffened Thin-Walled Members;Thin-Walled Structures;2024-05
3. Axial performance of cold-formed steel single-stud wall panels with dissimilar fibre-cement and calcium silicate boards sheathing configuration;European Journal of Environmental and Civil Engineering;2024-03-22
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