| 部分预应力混凝土扁梁框架节点的拟静力试验研究 |
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| 引用本文： | 房贞政,李斌,郑则群. 部分预应力混凝土扁梁框架节点的拟静力试验研究[J]. 地震工程与工程振动, 2003, 23(4): 111-116 |
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| 作者姓名： | 房贞政 李斌 郑则群 |
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| 作者单位： | 福州大学结构工程研究所,福建,福州,350002 |
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| 基金项目： | 福建省教育厅科技项目(JA02151) |
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| 摘 要： | 本文进行了四个部分预应力混凝土扁梁框架节点的拟静力试验研究。通过四个不同试件的试验研究分析了节点的变形能力、耗能能力、延性和刚度退化等抗震性能，同时分析了低周反复荷载作用下预应力混凝土框架节点的破坏机理。
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| 关 键 词： | 预应力混凝土扁梁 框架节点 拟静力试验 抗震性能 |
| 文章编号： | 1000-1301(2003)04-0111-06 |
Quasi-static experimental study on frame joints with partially prestressed concrete fiat beam |
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| FANG Zhen-zheng,LI Bin,ZHENG Ze-qun. Quasi-static experimental study on frame joints with partially prestressed concrete fiat beam[J]. Earthquake Engineering and Engineering Vibration, 2003, 23(4): 111-116 |
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| Authors: | FANG Zhen-zheng LI Bin ZHENG Ze-qun |
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| Abstract: | Four beam-column joints with partially prestressed concrete flat beam are tested under reversed cyclic lateral loading in this paper. The aseismatic behaviors of beam-column joints such as transform capacity, energy dissipating capacity, ductility and stiffness deterioration etc. are studied. Based on the results of the four-joint tests,the failure mechanism of the beam-column joints of frame under reversed cyclic load is analysed. |
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| Keywords: | prestressed concrete flat beam frame joints quasi-static experiment aseismatic behaviors |
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