PUSH-OVER ANALYSIS ON THE SEISMIC BEHAVIOR OF A CONCRETE-FILLED RECTANGULAR TUBULAR FRAME

Nie Jianguo; Qin Kai; Xiao Yan

doi:10.13204/j.gyjz200503024

Volume 35 Issue 3

Dec. 2014

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Nie Jianguo, Qin Kai, Xiao Yan. PUSH-OVER ANALYSIS ON THE SEISMIC BEHAVIOR OF A CONCRETE-FILLED RECTANGULAR TUBULAR FRAME[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 68-70. doi: 10.13204/j.gyjz200503024

Citation:

Nie Jianguo, Qin Kai, Xiao Yan. PUSH-OVER ANALYSIS ON THE SEISMIC BEHAVIOR OF A CONCRETE-FILLED RECTANGULAR TUBULAR FRAME[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 68-70. doi: 10.13204/j.gyjz200503024

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PUSH-OVER ANALYSIS ON THE SEISMIC BEHAVIOR OF A CONCRETE-FILLED RECTANGULAR TUBULAR FRAME

doi: 10.13204/j.gyjz200503024

1.
1. Department of Civil Engineering,Tsinghua University Beijing 100084;
2.
2. Dept. of Civil Eng.,University of Southern California Los Angeles CA 90089

Received Date: 2004-08-20
Publish Date: 2005-03-20

Abstract

Abstract

The seismic behaviors of four kinds of 10-story frame structures, which are respectively composed of concrete-filled rectangular steel tubes (CFRT) and of reinforced concrete columns, have been studied. SAP 2000 program is used for calculating the seismic responses of the structures. Dynamic behaviors of the CFRT and reinforced concrete structures are analyzed, which may be referenced for structure design.
- concrete-filled rectangular steel tube ( CFRT ),
- push-over analysis,
- capacity curve