Performance of circular CFST column to steel beam frames under lateral cyclic loading

Author:

Han Lin-Hai,Wang Wen-Da,Tao Zhong

Publisher

Elsevier BV

Subject

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

Reference22 articles.

1. State of the art of concrete-filled steel tubular columns;Shams;ACI Structural Journal,1997

2. State of the art report on steel–concrete composite columns;Shanmugam;Journal of Constructional Steel Research,2001

3. Gourley BC, Tort C, Denavit MD, Schille PH, Hajjar JF. A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube members, connections, and frames. NSEL report series. Report no. NSEL-008. Department of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign; 2008.

4. Nishiyama I, Morino S, Sakino K. et al. Summary of research on concrete-filled structural steel tube column system carried out under the US–Japan cooperative research program on composite and hybrid structures. BRI research paper no.147. Japan: Building Research Institute; 2002.

5. Matsui C. Strength and behaviour of frames with concrete filled square steel tubular columns under earthquake loading. In: Proceeding of 1st international speciality conference on concrete filled steel tubular structures. 1985. p. 104–11.

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