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

Wang Chunwu, Meng Shaoping. ANALYSIS OF LATERAL RESTRAINTS OF PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 47-50. doi: 10.13204/j.gyjz200708013

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

Wang Chunwu, Meng Shaoping. ANALYSIS OF LATERAL RESTRAINTS OF PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 47-50. doi: 10.13204/j.gyjz200708013

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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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後藤壽之,保坂雄. 京物夕一ミルナ矩復合施設の構造設計PC 建築特集設計報告[R]. 东京:日本建筑学会,1992.

[3] 王冬雁. 无粘结预应力装配式混凝土节点抗震及震损加固性能研究[D]. 北京:北京工业大学,2008,06.

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