• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Bulletin of earthquake engineering >Seismic vulnerability of building aggregates through hybrid and indirect assessment techniques
【24h】

Seismic vulnerability of building aggregates through hybrid and indirect assessment techniques

机译：通过混合和间接评估技术建造集料的地震易损性

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

This work approaches the seismic vulnerability assessment of an old stone masonry building aggregate, located in San Pio delle Camere (Abruzzo, Italy), slightly affected by the 2009 April 6th earthquake occurred in L'Aquila and its districts. This building aggregate has been modelled by using the 3muri(A (R)) software for seismic analysis of masonry constructions. On one hand, static non-linear numerical analyses were performed to obtain capacity curves together with the prediction of damage distributions for the input seismic action (hybrid technique). On the other hand, indirect techniques, based on different vulnerability index formulations, were used for assessing the building aggregate's behaviour under earthquake action. The activities carried out have provided a clear framework on the seismic vulnerability of building aggregates, as well as aid future retrofitting interventions.
机译：这项工作是对位于意大利阿布鲁佐的圣皮奥·德尔卡米尔（San Pio delle Camere）的一处旧砌石建筑集料的地震易损性评估，受2009年4月6日发生在拉奎拉（L'Aquila）及其地区的地震影响较小。通过使用3muri（A（R））软件对砖石建筑进行地震分析，可以对建筑骨料进行建模。一方面，进行了静态非线性数值分析，以获取承载力曲线，并预测输入地震作用的破坏分布（混合技术）。另一方面，基于不同易损性指标公式的间接技术被用来评估建筑群在地震作用下的行为。开展的活动为建筑骨料的地震脆弱性提供了清晰的框架，并为将来的改造提供了帮助。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号