On the strength and DSM design of cold-formed steel web/flange-stiffened lipped channel columns buckling and failing in distortional modes-Reference-Cited by-同舟云学术

On the strength and DSM design of cold-formed steel web/flange-stiffened lipped channel columns buckling and failing in distortional modes

Published:2016-08 Issue: Volume:105 Page:248-265
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Landesmann Alexandre,Camotim Dinar,Garcia Rafaela

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Distortional buckling of CFS stiffened lipped channel compression members;Kumar;J. Struct. Eng. (ASCE),2014

2. Strength design curves for thin-walled sections undergoing distortional Buckling;Hancock;J. Constr. Steel Res.,1994

3. B.W. Schafer, T. Peköz, Direct strength prediction of cold-formed steel members using numerical elastic buckling solutions, in: W.-W. Yu (ed.), Proceedings of 14th International Specialty Conference on Cold-formed Steel Structures (St. Louis, 15-16/10), 1998, pp. 69–76.

4. Local, distortional and Euler buckling in thin-walled columns;Schafer;J. Struct. Eng. (ASCE),2002

5. Direct Strength Method Design Guide;Schafer,2006

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