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木结构古建筑地震灾害风险评估

Seismic risk assessment of ancient timber- structure

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【作者】 陈平谢晓宁陈特

【Author】 CHEN Ping;XIE Xiaoning;CHEN Te;School of Civil Eng.,Xi’an Univ. of Arch &Tech.;Shaanxi Tongji Architechtural Design Civil Engineering Co,Ltd.;Zhe Jiang Guangsha College of Applied Construction Technology;

【机构】 西安建筑科技大学土木工程学院陕西同济土木建筑设计有限公司浙江广厦职业技术学院

【摘要】 针对木结构古建筑的典型代表——西安钟楼,以PGA为地震动强度指标,层间位移角为结构响应指标,结合木结构抗震能力建立了该结构的易损性曲线;再根据木结构古建筑所在场地的地震危险性,结合古建筑地震损失相关研究,为木结构古建筑地震风险评估提出了一种特定的方法。

【Abstract】 This paper focus attention on an typical timber-structure ancient architecture‘Xi’an Bell Tower,the peak ground acceleration( PGA) was chosen as the intensity index of earthquake,while the inter-storey drift angel was taken as the seismic response index. Then combining with the structure seismic capacity analysis,the vulnerability curve was established. Based on seismic hazard of site,at where the timber-structur ancient architecture is located and combining with relevant research on seismic loss of ancient buildings,this paper puts forward a specific method for earthquake risk assessment of the timber- structure ancient architecture.

  • 【文献出处】 世界地震工程 ,World Earthquake Engineering , 编辑部邮箱 ,2015年01期
  • 【分类号】TU311.3;TU366.2
  • 【被引频次】2
  • 【下载频次】133
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