On the direct strength method design of columns against global failures

Author:

Dinis Pedro B.,Camotim Dinar,Landesmann AlexandreORCID,Martins André D.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Review: the direct strength method of cold-formed steel member design;Schafer;J. Constr. Steel Res.,2008

2. Direct Strength Method (DSM) – a general approach for the design of cold-formed steel structures;Camotim,2016

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

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

5. Development and experimental validation of the Direct strength method for cold-formed steel beam-columns;Torabian;J. Struct. Eng. (ASCE),2018

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