Elastic buckling behaviour of Σ-shaped rack columns under uniaxial compression-Reference-Cited by-同舟云学术

Elastic buckling behaviour of Σ-shaped rack columns under uniaxial compression

Published:2020-06 Issue: Volume:212 Page:110469
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhang Peng,Alam M. Shahria

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. AISI_S100. North American Specification for the Design of Cold-Formed Steel Structural members. Washington, DC: American Iron and Steel Institute; 2016.

2. Compression tests of high strength steel channel columns with interaction between local and distortional buckling;Yang;J Struct Eng.,2004

3. Compression tests of high strength cold-formed steel channels with buckling interaction;Kwon;J Constr Steel Res.,2009

4. An experimental investigation of distortional buckling of steel storage rack columns;Casafont;Thin Wall Struct.,2011

5. Local–distortional interaction in cold-formed steel rack-section columns;Dinis;Thin Wall Struct.,2014

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