| 按新旧规范设计的多层住宅砖房地震易损性的对比 |
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| 引用本文： | 张令心,高淼,王瑞.按新旧规范设计的多层住宅砖房地震易损性的对比[J].地震工程与工程振动,2007,27(6):75-81. |
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| 作者姓名： | 张令心 高淼 王瑞 |
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| 作者单位： | 1. 中国地震局,工程力学研究所,黑龙江,哈尔滨,150080
2. 同济大学,土木工程学院,上海,200092 |
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| 基金项目： | 国家重点基础研究发展计划项目(2007CB714200)，中国地震局工程力学研究所中美合作项目(1207019)，中国地震局合同制项目(1203002) |
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| 摘 要： | 本文采用概率方法借助于拉丁超立方采样技术和非线性地震反应时程分析对按现行规范设计的多层住宅砖房的地震易损性进行分析,并与按上一代规范设计的多层住宅砖房的地震易损性分析结果1]进行了比较,为进一步研究这类结构的地震安全性、未来地震的损失预测以及防震减灾对策奠定基础。
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| 关 键 词： | 多层住宅砖房 易损性 拉丁超立方采样 非线性地震反应 |
| 文章编号： | 1000-1301（2007）06-0075-07 |
| 收稿时间： | 2007-09-15 |
| 修稿时间： | 2007-10-20 |
Seismic vulnerability comparison of multistory dwelling brick buildings between two generations of codes |
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| ZHANG Lingxin,GAO Miao,WANG Rui.Seismic vulnerability comparison of multistory dwelling brick buildings between two generations of codes[J].Earthquake Engineering and Engineering Vibration,2007,27(6):75-81. |
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| Authors: | ZHANG Lingxin GAO Miao WANG Rui |
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| Abstract: | In this paper,the seismic vulnerability of multistory dwelling brick buildings designed according to the current codes is analyzed by Latin hypercube sampling technique and nonlinear seismic time history response analysis.And the seismic vulnerability results are compared with those of the buildings designed according to the former codes.The research lays the foundation for evaluating the earthquake safety,estimating the earthquake losses in the future,and finding the practical earthquake security. |
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| Keywords: | multistory dwelling brick buildings vulnerability Latin hypercube sampling nonlinear seismic response |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
