Investigation on flexural strength of cold-formed thin-walled steel beams with built-up box section

Author:

Li Ying-Lei,Li Yuan-Qi,Shen Zu-Yan

Funder

Key Laboratory of Structure Engineering and Earthquake Resistance, Ministry of Education

Key Laboratory of Structure and Earthquake Resistance, Xi'an University of Architecture and Technology

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. AISI S230-07w-S3-12, North American Standard for Cold-Formed Steel Framing – Prescriptive Method for One and Two Family Dwellings, Washington D.C., 2012.

2. AISI S100-12, North American Specification for the Design of Cold-Formed Steel Structural Members, Washington D.C., 2012.

3. Ultimate load-carrying capacity of cold-formed thin-walled columns with built-up box and I section under axial compression;Li;Thin Walled Struct.,2014

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

5. Performance of edge-loaded cold-formed steel built-up box beams;Serrette;Pract. Period. Struct. Des. Constr.,2004

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