Experimental and numerical investigations of Frameless CFSCW under combined in-plane shear and axial loads-Reference-Cited by-同舟云学术

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Experimental and numerical investigations of Frameless CFSCW under combined in-plane shear and axial loads

Published:2024-05 Issue: Volume:198 Page:111677
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Vaze S.^ORCID,Yang T.Y.,Bagatini-Cachuço F.,Pan X.^ORCID

Funder

NSERC

Publisher

Elsevier BV

Reference35 articles.

1. Design approach of cold-formed steel portal frames;Dundu;Int. J. Steel Struct.,2011

2. Framed steel plate wall behavior under cyclic lateral loading;Park;J. Struct. Eng.,2007

3. Interactive shear buckling behavior of trapezoidally corrugated steel webs;Yi;Eng. Struct.,2008

4. Shear buckling strength and design of curved corrugated steel webs for bridges;Eldib;J. Constr. Steel. Res.,2009

5. Shear strength of trapezoidal corrugated steel webs;Sause;J. Constr. Steel. Res.,2011

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Ultimate in-plane shear capacity of 3-panel frameless cold-form steel corrugated walls under axial compression;Thin-Walled Structures;2024-11

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