Tests on curved concrete filled steel tubular members subjected to axial compression

Author:

Han Lin-Hai,Zheng Lian-Qiong,He Shan-Hu,Tao Zhong

Publisher

Elsevier BV

Subject

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

Reference12 articles.

1. ASCCS. Concrete filled steel tubes. In: Seminar by association for international cooperation and research in steel–concrete composite structures; 1997.

2. Han LH. Some recent developments of concrete filled steel tubular (CFST) structures in China. In: Proceedings of the 4th international conference on steel & composite structures 2010. p. 43–54.

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

4. Design of concrete-filled steel tubular members according to the Australian Standard AS 5100 model and calibration;Tao;Australian Journal of Structural Engineering,2008

5. Curved circular hollow section (CHS) steel struts infilled with higher-strength concrete;Ghasemian;ACI Structural Journal,1999

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