DSM-Based failure load prediction of CFS pin-ended singly symmetric columns buckling in flexural-torsional modes-Reference-Cited by-同舟云学术

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DSM-Based failure load prediction of CFS pin-ended singly symmetric columns buckling in flexural-torsional modes

Published:2024-11 Issue: Volume:204 Page:112334
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Cerqueira Elisa,Oliveira Carlos,Landesmann Alexandre^ORCID,Camotim Dinar^ORCID,Dinis Pedro B.^ORCID,Martins André D.^ORCID

Funder

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Conselho Nacional de Desenvolvimento Cientifico e Tecnologico

Fundação para a Ciência e a Tecnologia

Fundação Carlos Chagas Filho de Amparo à Pesquisa do Estado do Rio de Janeiro

Publisher

Elsevier BV

Reference31 articles.

1. Experimental investigation on cold-formed steel stiffened lipped channel columns undergoing local-distortional interaction;Chen;Thin-Walled Struct.,2020

2. Uniformly bent CFS lipped channel beams experiencing local-distortional interaction: Experimental investigation;Chen;J. Constr. Steel Res.,2020

3. Experimental investigation on cold-formed steel lipped channel beams affected by local-distortional interaction under non-uniform bending;Chen;Thin-Walled Struct.,2021

4. Local–distortional buckling mode of steel cold-formed columns: Generalized direct strength design approach;Matsubara;Thin-Walled Struct.,2023

5. Interaction of local, distortional, and global buckling in CFS lipped channel compression members;Anil Kumar;J. Struct. Eng.,2018

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