Seismic behavior and strength capacity of steel tube-reinforced concrete composite columns

Author:

Ji Xiaodong1,Kang Hongzhen2,Chen Xingchen1,Qian Jiaru1

Affiliation:

1. Department of Civil Engineering, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry; Tsinghua University; Beijing 100084 China

2. Department of Civil Engineering; Tangshan College; Tangshan Hebei 063000 China

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference27 articles.

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

2. Composite steel and concrete structural systems for seismic engineering;Hajjar;Journal of Constructional Steel Research,2002

3. Kang H Qian J Experimental study on high-strength concrete filled steel tube composite columns under axial compressive loading Proceedings of the Tenth East Asia - Pacific Conference on Structural Engineering and Construction 2006 69 74

4. Experimental study on seismic behavior of high-strength concrete-filled steel tube composite columns;Qian;Journal of Building Structures,2009

5. Behavior of steel tube-reinforced concrete composite walls subjected to high axial force ratio and cyclic loading;Qian;Engineering Structures,2012

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