Assessment of buckling strength curves in Direct Strength Method for estimating axial strengths of Cold-formed Steel members considering average yield stresses of cross-sections-Reference-Cited by-同舟云学术

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Assessment of buckling strength curves in Direct Strength Method for estimating axial strengths of Cold-formed Steel members considering average yield stresses of cross-sections

Published:2023-07 Issue: Volume:188 Page:110823
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhang Peng^ORCID,Alam M. Shahria^ORCID

Funder

Natural Sciences and Engineering Research Council of Canada

The University of British Columbia

CMC Microsystems

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference57 articles.

1. Local buckling capacity of C-shaped cold-formed steel sections with punched webs;Loov;Can. J. Civil Eng.,1984

2. Distortional buckling of steel storage rack columns;Hancock,1984

3. Flexural-torsional buckling of storage rack columns;Hancock,1986

4. Tests of cold-formed channels with local and distortional buckling;Kwon;J. Struct. Eng.,1992

Cited by 3 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. Local buckling behaviour of web perforated cold-formed steel lipped channel columns;Thin-Walled Structures;2024-12

2. Numerical Investigation of the Axial Load Capacity of Cold-Formed Steel Channel Sections: Effects of Eccentricity, Section Thickness, and Column Length;Infrastructures;2024-08-26

3. Investigating the Factors Influencing the Strength of Cold-Formed Steel (CFS) Sections;Buildings;2024-04-17

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