Structural behavior of extreme thick-walled cold-formed square steel columns-Reference-Cited by-同舟云学术

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Structural behavior of extreme thick-walled cold-formed square steel columns

Published:2017-01 Issue: Volume:128 Page:371-379
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Liu Dongyu,Liu Hongbo,Chen Zhihua,Liao Xiangwei

Funder

National Natural Science Foundation of China

Chinese Scholarship Council

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Experimental study on compressive strengths of thick-walled cold-formed sections;Guo;J. Constr. Steel Res.,2007

2. Experimental investigation on longitudinal residual stresses for cold-formed thick-walled square hollow sections;Lewei;J. Constr. Steel Res.,2012

3. Direct-formed and continuous-formed rectangular hollow sections – Comparison of static properties;Min;J. Constr. Steel Res.,2014

4. Strength enhancement of the corner regions of stainless steel cross-sections;Ashraf;J. Constr. Steel Res.,2005

5. Materials properties of thick-wall cold-rolled welded tube with a rectangular or square hollow section;Hu;Constr. Build. Mater.,2011

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