Explicit equations for anti-symmetric distortional buckling of thin-walled lipped channel columns

Author:

de Salles Guilherme C.ORCID,Batista Eduardo de M.,Cardoso Daniel C.T.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. GBT and cFSM: Two modal approaches to the buckling analysis of unbranched thin-walled members;Ádány;Adv. Steel Constr.,2009

2. Generalized constrained finite strip method for thin-walled members with arbitrary cross-section: Primary modes;Ádány;Thin-Walled Struct.,2014

3. Distortional buckling formulae for cold-formed steel C and Z-section members Part I – derivation;Silvestre;Thin-Walled Struct.,2004

4. Buckling and Vibration Analysis of Thin-Walled Members;GBTUL,2016

5. Distortional buckling of steel storage rack columns;Hancock;J. Struct. Eng.,1985

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