Research on distortional buckling capacity of stainless steel lipped C-section beams-Reference-Cited by-同舟云学术

Research on distortional buckling capacity of stainless steel lipped C-section beams

Published:2021-12 Issue: Volume:169 Page:108453
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Wu Yiwen,Fan Shenggang,Du Li,Wu Qixun

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference32 articles.

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2. A probabilistic examination of the ultimate strength of cold-formed steel elements;Schafer;Thin-Walled Struct.,1998

3. Review: The direct strength method of cold-formed steel member design;Schafer;J. Construct. Steel Res.,2008

4. CUFSM Elastic Buckling Analysis of Thin-Walled Members By the Finite Strip Method and Constrained Finite Strip Method for General End Boundary Conditions;Schafer,2012

5. Distortional buckling of cold-formed stainless steel sections: Experimental investigation;Lecce;J. Struct. Eng.,2006

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