Design of Built-Up Cold-Formed Steel Columns According to the Direct Strength Method

Author:

Georgieva I.,Schueremans L.,Vandewalle L.,Pyl L.

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference6 articles.

1. Schafer, B.W.: Review: The Direct Strength Method of cold-formed steel member design, Journal of constructional steel research 64(7-8), 2008, p.766-778.

2. Georgieva, I.B., Schueremans, L.,Pyl, L.: Experimental investigation of built-up double-Z members in bending and compression, Thin-Walled Structures 53(4), 2012, p.48-57.

3. Georgieva, I.B., Schueremans, L.,Pyl, L.: Composed columns from cold-formed steel Z-profiles. Experiments and code-based predictions of the overall resistance, Engineering Structures 37(4), 2012, p.125-134.

4. “North American Specification for the Design of Cold-Formed Steel Structural Members”, American Iron and Steel Institute, AISI S100-2007, 2007.

5. Li, Z.,Schafer, B.W.: “Buckling analysis of cold-formed steel members with general boundary conditions using CUFSM: conventional and constrained finite strip method”, 20th Internaltional Specialised Conference on Cold-Formed Steel Structures, 2010.

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