Explicit equations for distortional buckling of cold-formed steel lipped channel columns

Author:

Cardoso Daniel C.T.,de Salles Guilherme C.,Batista Eduardo de M.,Gonçalves Paulo B.

Funder

FAPERJ

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. AISI (American Iron and Steel Institute). North American Specification (NAS) for the Design of Cold-formed Steel Structural Members – AISI S100-12-C, Washington, DC, 2012.

2. Review: the Direct Strength Method of cold-formed steel member design;Schafer;J. Constr. Steel Res.,2008

3. SA-SNZ (Standards of Australia and Standards of New Zealand). Australian/New Zealand Standard on Cold-Formed Steel Structures - AS/NZS 4600, 2nd ed., Sydney, Wellington, 2005.

4. Z. Li, B.W. Schafer, Buckling analysis of cold-formed steel members with general boundary conditions using CUFSM: conventional and constrained finite strip methods. In: Proceedings of the 20th International Spec. Conference on Cold-Formed Steel Structures, St. Louis, MO, USA, November, 2010.

5. V.V. Nguyen, G.J. Hancock, C.H. Pham Development of the THIN-WALL-2 program for buckling analysis of thin-walled sections under generalised loading. In: Proceedings of the 8th International Conference on Advances in Steel Structures, Lisbon, Portugal.

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