| 后张力无粘结预应力高层建筑抗震可靠性研究 |
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| 引用本文： | 王宏彬,孙建峰,吴海欣,余建星,孙大军.后张力无粘结预应力高层建筑抗震可靠性研究[J].地震工程与工程振动,1999,19(4):107-109. |
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| 作者姓名： | 王宏彬 孙建峰 吴海欣 余建星 孙大军 |
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| 作者单位： | 1. 天津市房地产发展集团有限公司
2. 天津大学 |
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| 摘 要： | 本文以天津市房地产开发（集团）河西友谊小区综合楼为研究对象，研究其在地震作用下高层建筑的可靠性，探索高层建筑结构系统的抗震可靠性分析方法，本文还对比一般框架梁柱结构与后张无粘结预应力板柱结构抗震可靠性的差异，研究层数变化时可靠性所受的影响，得到满意的结果。
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| 关 键 词： | 抗震 高层建筑 无粘结 预应力混凝土 可靠性 |
Seismic reliability of unbonded prestressed concrete high-rise buildings |
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| WANG Hong -bin, SUN Jian-feng, WU Hai-xin, YU Jian-xing, SUN Da -jun.Seismic reliability of unbonded prestressed concrete high-rise buildings[J].Earthquake Engineering and Engineering Vibration,1999,19(4):107-109. |
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| Authors: | WANG Hong -bin SUN Jian-feng WU Hai-xin YU Jian-xing SUN Da -jun |
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| Institution: | WANG Hong -bin; SUN Jian-feng; WU Hai-xin; YU Jian-xing; SUN Da -jun( Tianjin real estate development company limited)( Tianjin Univelsity) |
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| Abstract: | In this paper, the study of the reliability of high-rise building and analysis methodunder the earthquake action is presented. The reliabilities between unbonded prestressed concreteand regular frame structures are compared. |
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| Keywords: | earthquake resistance high-rise building unbonded prestressed concrete(UBPC) |
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