CFS Columns Under Buckling Interaction: Direct Strength Method Generalised Approach

Author:

Matsubara Gustavo Yoshio1,de Miranda Batista Eduardo1

Affiliation:

1. COPPE Federal University of Rio de Janeiro Rio de Janeiro Brazil

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference33 articles.

1. Finite strip method computer application for buckling analysis of thin-walled structures with arbitrary cross-sections

2. Schafer B. W.;Pekoz T.(1998)Direct strength prediction of cold‐formed steel members using numerical elastic buckling solutions. In: Proceedings of 14th International Specialty Conference on Cold‐formed Steel Structures St. Louis Missouri U.S.A October 15‐16 pp.69–76.

3. Hancock G.J. Kwon Y.B. Bernard E.S.(1994)Strength design curves for thin‐walled sections undergoing distortional buckling. Journal of Construction Steel Research v. 31 pp.169–186.

4. American Iron and Steel Institute (AISI)(2016)North American Specification (NAS) for the Design of Cold‐Formed Steel Structural Members (AISI‐S100‐16) Washington DC.

5. AS/NZS (Australian/New Zealand Standard)(2018)Cold‐Formed Steel Structures – AS/NZS 4600:2018 (3rd ed.) Sydney/Wellington.

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