Direct Strength Method for calculating distortional buckling capacity of cold-formed thin-walled steel columns with uniform and non-uniform elevated temperatures-Reference-Cited by-同舟云学术

Direct Strength Method for calculating distortional buckling capacity of cold-formed thin-walled steel columns with uniform and non-uniform elevated temperatures

Published:2012-04 Issue: Volume:53 Page:188-199
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Shahbazian Ashkan,Wang Yong Chang

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Local, distortional, and Euler buckling of thin-walled columns;Schafer;Journal of Structural Engineering,2002

2. North American specification for the design of cold-formed steel structural members;AISI,2007

3. Calculating the global buckling resistance of thin-walled steel members with uniform and non-uniform elevated temperatures under axial compression;Shahbazian;Thin-Walled Structures,2011

4. Application of the direct strength method to local buckling resistance of thin-walled steel members with non-uniform elevated temperatures under axial compression;Shahbazian;Thin-Walled Structures,2011

5. Review: the direct strength method of cold-formed steel member design;Schafer;Journal of Construction Steel Research,2008

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