| 配筋砌体结构地震易损性评价方法初探 |
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| 引用本文： | 于德湖,王焕定.配筋砌体结构地震易损性评价方法初探[J].地震工程与工程振动,2002,22(4):97-101. |
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| 作者姓名： | 于德湖 王焕定 |
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| 作者单位： | 哈尔滨工业大学土木工程学院,黑龙江,哈尔滨,150090 |
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| 基金项目： | 99年度广州市建委科技基金项目 |
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| 摘 要： | 本文首先简要介绍了考虑空间协同的配筋砌体结构弹塑性地震反应分析程序EDAPSC；然后提出了一种利用空间协同时程分析结果，对配筋砌体结构地震易损性进行定量评价的方法，并以上海园南小区住宅楼为例进行了地震易损性分析，说明本文提出的地震易损性评价方法是可行和合理的；另外作者还对设计人员提出了提高结构抗震安全性的建议。
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| 关 键 词： | 配筋砌体结构 地震易损性评价方法 空间协同 弹塑性 时程分析 抗震性能 |
| 文章编号： | 1000-1301(2002)04-0097-05 |
Earthquake vulnerability evaluating method for reinforced masonry structures |
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| YU De hu,WANG Huan ding.Earthquake vulnerability evaluating method for reinforced masonry structures[J].Earthquake Engineering and Engineering Vibration,2002,22(4):97-101. |
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| Authors: | YU De hu WANG Huan ding |
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| Abstract: | In this paper, the authors first introduce the elastic plastic dynamics analysis program for reinforced masonry structures considering the spatial cooperation (EDAPCSC). Then using the program, the authors give an earthquake vulnerability evaluating method for the reinforced masonry structures. The evaluating example for the 18floors reinforced masonry structure in Shanghai shows that the given method is feasible and reasonable. Additionally, the authors give some advices for the designers to increase the seismic ability of the structures. |
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| Keywords: | reinforced masonry structures earthquake vulnerability evaluating method spatial cooperation elastic plastic time history analysis |
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