Ultimate load-carrying capacity of cold-formed thin-walled columns with built-up box and I section under axial compression-Reference-Cited by-同舟云学术

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Ultimate load-carrying capacity of cold-formed thin-walled columns with built-up box and I section under axial compression

Published:2014-06 Issue: Volume:79 Page:202-217
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Li Yuanqi,Li Yinglei,Wang Shukun,Shen Zuyan

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference26 articles.

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

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

3. AS/NZS, AS/NZS No. 4600:2005. Cold-formed steel structures. Sydney, Australia; 2005.

4. JGJ 227-2011. Technical specification for low-rise cold-formed thin-walled steel buildings. Beijing, China; 2011

5. Design of cold-formed steel built-up closed sections with intermediate stiffeners;Young;J Struct Eng,2008

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1. Testing, numerical modelling and design of G550 high strength cold-formed steel built-up section columns;Thin-Walled Structures;2024-03

2. Numerical investigation and design of lightweight aggregate concrete-filled cold-formed built-up box section (CFBBS) stub columns under axial compression;Engineering Structures;2024-03

3. Buckling resistance of axially loaded cold-formed steel built-up stiffened box sections through experimental testing and finite element analysis;Engineering Structures;2024-03

4. Experimental and numerical study on weld strengths of built-up steel box columns;Journal of Constructional Steel Research;2024-02

5. Towards the next-generation design of cold-formed steel structures;Recent Trends in Cold-Formed Steel Construction;2024

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