Seismic behavior of CFRP confined rectangular CFST columns using high-strength materials: Numerical analysis and restoring force model

Author:

Du Yansheng,Zhang Yutong,Chen Zhihua,Dong Shaohua,Deng Xiao-fang,Qian Kai

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

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference49 articles.

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2. W. M, Review of Research on Concrete Filled Steel TubularStructures in Japan, In Proceedings of the International Speciality Conference on Concrete Filled Steel Tubular Structures (IncludingComposite Beams), 1988, pp. 5-11.

3. Behavior of concrete-filled steel tube beam columns;Inai;J Struct Eng,2004

4. Research on axial bearing capacity of rectangular concrete-filled steel tubular columns based on artificial neural networks;Du;Front Comput Sci,2017

5. Monotonic and cyclic behavior of concrete-filled steel-tube beam-columns considering local buckling effect;Zubydan;Thin Walled Struct,2011

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