Global–global interaction in cold-formed steel plain and lipped channel columns

Author:

Dinis Pedro Borges,Camotim DinarORCID,Landesmann AlexandreORCID,Martins André Dias,Cerqueira Elisa

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference29 articles.

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

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

3. Advances in the direct strength method of cold-formed steel design;Schafer;Thin-Walled Struct.,2019

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

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

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