装配式预应力混凝土结构梁柱组合件抗震性能试验研究

王晓菡; 严心池; 秦一如

doi:10.13204/j.gyjz201005006

装配式预应力混凝土结构梁柱组合件抗震性能试验研究

doi: 10.13204/j.gyjz201005006

1.
1. 江南大学环境与土木工程学院,江苏无锡 214122;
2.
2. 无锡市建筑设计研究院,江苏无锡 214011

基金项目:

江南大学青年科学基金项目(2008LQN006)

详细信息

作者简介:
王晓菡，女，1980年出生，硕士，讲师。E－mail:wangxh412@yahoo.com.cn

中图分类号: TU378.2;TU352.11
计量
- 文章访问数: 197
- HTML全文浏览量: 4
- PDF下载量: 133
- 被引次数: 0
出版历程
- 收稿日期: 2009-07-02
- 刊出日期: 2010-05-20

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

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

摘要

摘要: 采用足尺模型试验方法对预压装配式预应力混凝土梁柱组合件在低周反复荷载作用下的开裂破坏形态、滞回特性、骨架曲线、刚度退化特征、耗能能力、梁端转动变形等抗震性能指标进行了系统研究。试验及理论分析结果表明，预压装配式预应力混凝土梁柱组合件具有较强的耗能能力，能够满足抗震设防的要求。由于预应力筋的作用，卸载后残余变形较小，恢复性能较好。梁柱结合部位是该节点的关键部位，经过合理的设计，采取必要的措施，还可改进其耗能能力。
- 预压装配式节点 /
- 预应力混凝土结构 /
- 抗震性能 /
- 低周反复荷载试验
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

HTML全文

参考文献(7)

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.

施引文献

资源附件(0)

访问统计