Behaviors of FRP confined rectangular concrete-filled thin-walled steel tubular stub columns using high-strength materials under axial load-Reference-Cited by-同舟云学术

Behaviors of FRP confined rectangular concrete-filled thin-walled steel tubular stub columns using high-strength materials under axial load

Published:2022-01 Issue: Volume:280 Page:114915
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Du Yansheng,Gao Dinghui,Chen Zhihua,Zheng Zihan,Wang Xiaodun

Funder

Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference59 articles.

1. Behavior of rectangular concrete-filled high-strength steel tubular columns with different aspect ratio;Du;Thin Wall Struct,2016

2. Ultimate resistance behavior of rectangular concrete-filled tubular beam-columns made of high-strength steel;Du;J Constr Steel Res,2017

3. Rectangular concrete-filled steel tubular beam-columns using high-strength steel: experiments and design;Du;J Constr Steel Res,2017

4. Experimental behavior and design method of rectangular concrete-filled tubular columns using Q460 high-strength steel;Du;Constr Build Mater,2016

5. Experimental and theoretical research on rcft beam-columns fabricated with q420b high-strength steel subjected to eccentric load;Chen;Adv Steel Constr,2020

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