EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED PRECAST CONCRETE BEAM-COLUMN ASSEMBLIES

Wang Xiaohan; Yan Xinchi; Qin Yiru

doi:10.13204/j.gyjz201005006

Volume 40 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(5): 33-38

Wang Xinling, Kang Xiandong, Li Ke, Huang Weidong. FATIGUE DAMAGE MECHANISM OF HRBF500 RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 45-48. doi: 10.13204/j.gyjz201311011

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Wang Xiaohan, Yan Xinchi, Qin Yiru. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED PRECAST CONCRETE BEAM-COLUMN ASSEMBLIES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 33-38. doi: 10.13204/j.gyjz201005006

Wang Xinling, Kang Xiandong, Li Ke, Huang Weidong. FATIGUE DAMAGE MECHANISM OF HRBF500 RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 45-48. doi: 10.13204/j.gyjz201311011

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EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED PRECAST CONCRETE BEAM-COLUMN ASSEMBLIES

doi: 10.13204/j.gyjz201005006

1.
1. College of Environmental and Civil Engineering,Jiangnan University,Wuxi 214122,China;
2.
2. Wuxi Architectural Design &Research Institute,Wuxi 214011,China

Received Date: 2009-07-02
Publish Date: 2010-05-20

Abstract

Abstract

By using full-scale model test method,the seismic behavior indexes of prestressed precast concrete beamcolumn assemblies under low-cyclic reversed load are studied,such as failure pattern,hysteretic characteristic,skeleton curve,stiffness deterioration,energy dissipation and rotation of the beam end. The results indicate that this kind of assembly has better energy dissipation and enough displacement restoring capacity by prestressed tendons. It is also suggested that some measures should be taken to improve its seismic behavior.
- prestressed precast joint,
- prestressed concrete structure,
- seismic behavior,
- low-cyclic reversed loading

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References(7)

References

JGJ 0196 建筑抗震试验方法规程[S].

[2] 赵斌,吕西林,刘丽珍. 全装配式预制混凝土结构梁柱组合件抗震性能试验研究[J]. 地震工程与工程振动,2005,25 (1) :81-87.

[3] 吕西林,郭子雄,王亚勇. RC 框架梁柱组合件抗震性能试验研究[J]. 建筑结构学报,2001,22(1) :2-7.

[4] 李振宝,董挺峰,闫维明,等. 混合连接装配式框架内节点抗震性能研究[J]. 北京工业大学学报,2006,32(10) :895-900.

[5] GB 500102002 混凝土结构设计规范[S].

[6] TASSIONS T P. Strength of Beam-Column Connections with Dowel Reinforcement,1976,54(4) :133-139.

[7] Stefano Pampanin,Nigel Priestley M J,Sritharan S. Analytical Modelling of the Seismic Behaviour of Precast Concrete Frames Designed With Ductile Connections[J]. Journal of Earthquake Engineering,2001,5(3) :329-367.

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