| 部分无黏结预制预应力混凝土框架及其节点抗震能力研究 |
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| 引用本文： | 种迅,孟少平,潘其健,张林振.部分无黏结预制预应力混凝土框架及其节点抗震能力研究[J].地震工程与工程振动,2007,27(4):55-60. |
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| 作者姓名： | 种迅 孟少平 潘其健 张林振 |
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| 作者单位： | 1. 东南大学,土木工程学院,江苏,南京,210018;合肥工业大学,土建学院,安徽,合肥,230009
2. 东南大学,土木工程学院,江苏,南京,210018 |
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| 基金项目： | 江苏省自然科学基金项目（BK2001011） |
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| 摘 要： | 首先介绍了采用后张预应力筋将预制梁和柱构件拼装在一起组成的框架结构的基本形式及特点，接下来对两榀预制框架中节点进行了低周反复加载试验研究，并对一榀三层两跨框架结构进行了弹塑性静力分析，试验和理论分析结果表明经过合理设计的部分无黏结预制预应力混凝土框架结构能够满足抗震设防的要求，且卸载后残余变形较小，具有较强的恢复性能。
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| 关 键 词： | 邵分无黏结 预制预应力混凝土框架 节点 抗震能力 |
| 文章编号： | 1000-1301（2007）04-0055-06 |
| 修稿时间： | 2007-01-11 |
Research on seismic behavior of partially unbonded precast prestressed concrete frames and beam-column subassemblies |
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| CHONG Xun,MENG Shaoping,PAN Qijian,ZHANG Linzhen.Research on seismic behavior of partially unbonded precast prestressed concrete frames and beam-column subassemblies[J].Earthquake Engineering and Engineering Vibration,2007,27(4):55-60. |
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| Authors: | CHONG Xun MENG Shaoping PAN Qijian ZHANG Linzhen |
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| Institution: | College of Civil Engineering, Southeast University, Nanjing 210018, China ; 2. College of Civil Engineering, Hefei University of Technology, Hefei 230009, China |
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| Abstract: | The basic concept and characteristic of the precast concrete frame, whose beam and column elements are connected by partially unbonded post-tensioned and prestressed tendons, are introduced. In the following, experimental study of two precast beam-column subassemblies and pushover analysis of a two-span, three-floor precast prestressed concrete frame are conducted. Experimental and analysis results indicate that the reasonably designed partially unbonded precast prestressed concrete frames could fulfill the aseismic requirement. |
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| Keywords: | partially unbonded precast prestressed concrete frame beam-subassembly seismic behavior |
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