Calculating the global buckling resistance of thin-walled steel members with uniform and non-uniform elevated temperatures under axial compression-Reference-Cited by-同舟云学术

Calculating the global buckling resistance of thin-walled steel members with uniform and non-uniform elevated temperatures under axial compression

Published:2011-11 Issue:11 Volume:49 Page:1415-1428
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Shahbazian A.,Wang Y.C.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference10 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. ABAQUS, v6.10 Documentation, Dassault Systèmes Simulia Corp.; 2010.

4. Schafer BW, Adany S. Buckling analysis of cold-formed steel members using CUFSM: conventional and constrained finite strip methods. In: 18th international specialty conference on cold-formed steel structures, FL, USA, 2006.

5. An experimental study of loaded full-scale cold-formed thin-walled steel structural panels under fire conditions;Feng;Fire Safety Journal,2005

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