STUDY ON SEISMIC PERFORMANCE OF PRECAST PRESTRESSED REINFORCED CONCRETE FRAME STRUCTURE

Han Jianqiang; Li Zhenbao; Song Jia; Liu Chunyang

doi:10.13204/j.gyjz201005009

Volume 40 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(5): 47-50

Lu Hailin, Sun Chengfang, Yue Lin. EXPERIMENTAL RESEARCH ON ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE THICK PILE CAP WITH TWO PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 38-40. doi: 10.13204/j.gyjz200408013

Citation:

Han Jianqiang, Li Zhenbao, Song Jia, Liu Chunyang. STUDY ON SEISMIC PERFORMANCE OF PRECAST PRESTRESSED REINFORCED CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 47-50. doi: 10.13204/j.gyjz201005009

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STUDY ON SEISMIC PERFORMANCE OF PRECAST PRESTRESSED REINFORCED CONCRETE FRAME STRUCTURE

doi: 10.13204/j.gyjz201005009

1.
1. Beijing Key Lab of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100124,China;
2.
2. School of Civil Engineering of Hebei Polytechnic University,Tangshan 063009,China

Received Date: 2009-11-09
Publish Date: 2010-05-20

Abstract

Abstract

It was studied that the aseismic behavior,such as crack distribution,failure mode,hysteretic curve and displacement ductility etc of a precast prestressed reinforced concrete frame through low-cyclic reversed load test. The pushover analysis of a model of the frame was done by SAP 2000 software. The result showed that such reinforced frame had good aseimic behavior; and the tested ultimate bearing capacity and the position of plastic hinge agreed well with the results of pushover analysis.
- prestressed concrete,
- precast,
- frame,
- seismic performances

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References(9)

References

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