| 整体预应力板(梁)柱体系抗震性能研究 |
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| 引用本文： | 周立超,潘文,白羽,叶燎原. 整体预应力板(梁)柱体系抗震性能研究[J]. 昆明理工大学学报(自然科学版), 2003, 28(3): 108-112 |
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| 作者姓名： | 周立超 潘文 白羽 叶燎原 |
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| 作者单位： | 昆明理工大学,建筑工程学院,云南,昆明,650224 |
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| 基金项目： | 国家自然科学基金资助项目(项目编号:59868002). |
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| 摘 要： | 通过振动台实验和三维有限元分析两种方法，对整体预应力板(梁)柱体系模型进行抗震性能研究，介绍了两种方法所得出的主要结论，并进行了比较，在此基础上对该体系的抗震性能做出了评价．
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| 关 键 词： | “整体预应力板（梁）柱体系” 钢筋混凝土 抗震性 相似关系设计 模型 有限元分析 自振频率 振型 地震波 振动台试验 破坏机理 |
| 文章编号： | 1007-855X(2003)03-0108-05 |
| 修稿时间： | 2003-04-09 |
Study on Seismic Performance of Column Slab(Beam) Building Assembled by Monolithic Prestressing |
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| ZHOU Li-chao,PAN Wen,BAI Yu,YE Liao-yun. Study on Seismic Performance of Column Slab(Beam) Building Assembled by Monolithic Prestressing[J]. Journal of Kunming University of Science and Technology(Natural Science Edition), 2003, 28(3): 108-112 |
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| Authors: | ZHOU Li-chao PAN Wen BAI Yu YE Liao-yun |
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| Abstract: | On the basis of shaking table study and three dimensional solid finite element, a study on the seismicperformance of column slab (beam) building assembled by monolithic prestressing model is made, The mainresults obtained by two methods mentioned above are introduced and a comparison is made. The evaluations onanti-earthquake properties of this kind of building system is also provided. |
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| Keywords: | column slab(beam)building assembled by monolithic prestressing experimental model shakingtable study three dimensional finite element solid model |
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