Compressive behavior of built-up double-box columns consisting of four cold-formed steel channels

Author:

Nie Shaofeng,Zhou Tianhua,Eatherton Matthew R.,Li Jiang,Zhang Yang

Funder

National Natural Science Foundation of China

Key Research and Development Program of Shaanxi Province, China

Fundamental Research Funds for the Central Universities, CHD, China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

1. Cold-formed steel design;Yu,2000

2. Buckling capacities of axially loaded, cold-formed, built-up C-channels;Whittle;Thin-Walled Struct,2009

3. Evaluation of the slenderness ratio in built-up cold-formed box section;Reyes;J Constr Steel Res,2011

4. American Iron and Steel Institute, AISI S100-2007. North American specification for the design of cold-formed steel structural members. Washington, DC: American Iron and Steel Institute; 2007.

5. Experimental and numerical investigation into the behaviour of face-to-face built-up cold-formed steel channel sections under compression;Roy;Thin-Walled Struct,2019

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