Post-buckling behaviour and strength of cold-formed steel lipped channel columns experiencing distortional/global interaction

Author:

Dinis Pedro B.,Camotim Dinar

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference32 articles.

1. Postbuckling analysis of thin-walled channel sections undergoing local and distortional buckling;Kwon;Comput Struct,1993

2. Prola L, Camotim D. On the distortional post-buckling behavior of cold-formed lipped channel steel columns. In: Proceedings of structural stability research council annual stability conference (Seattle, 24–26/4); 2002. p. 571–90.

3. Camotim D, Silvestre N. GBT distortional post-buckling analysis of cold-formed steel lipped channel columns and beams. In: Program and book of abstracts of 17th asce engineering mechanics conference (Newark, 13–16/6); 2004. p. 38–39 [full paper in Cd-Rom proceedings].

4. Local-plate and distortional post-buckling behavior of cold-formed steel lipped channel columns with intermediate stiffeners;Silvestre;J Struct Eng (ASCE),2006

5. Local-global buckling interaction procedures for the design of cold-formed columns: effective width and direct method integrated approach;Batista;Thin-Wall Struct,2009

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