Behaviour of concrete-filled steel tubular members subjected to shear and constant axial compression

Author:

Han Lin-Hai,Tao Zhong,Yao Guo-Huang

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Experimental studies on concrete filled square steel tubular beam-columns subjected to monotonic shearing force and constant axial load;Tomii;Trans AIJ Tokyo, Japan,1979

2. Ichinohe Y, Matsutani T, Nakajima M, Ueda H, Takada K. Elasto-plastic behavior of concrete filled steel circular columns. In: Proceedings of the third international conference on steel–concrete composite structures (I), ASCCS, Fukuoka, Japan, 1991. p. 131–6.

3. Experimental study on shear resistance performance of concrete filled steel tube columns;Xiao;China Civil Eng J,2005

4. Xu CL. Research on test on the shear resistance of concrete-filled steel tube column. Master thesis, College of Civil Engineering and Architecture, Shandong University of Science and Technology, 2004 [in Chinese].

5. ABAQUS/standard user's manual, version 6.4.1,2003

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