Application of the Direct Strength Method to local buckling resistance of thin-walled steel members with non-uniform elevated temperatures under axial compression

Author:

Shahbazian Ashkan,Wang Yong Chang

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference21 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. Shahbazian A, Wang YC. Calculating the global buckling resistance of thin-walled steel members with uniform and non-uniform elevated temperatures under axial compression, Thin-Walled Structures, in press, Corrected Proof, doi:10.1016/j.tws.2011.07.001.

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

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

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