节点文献

现役结构抗震评估地震作用确定方法

Earthquake Action Determination for Seismic Assessment of Existing Structures

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 雷拓钱江苏晓燕

【Author】 LEI Tuo1,QIAN Jiang1,SU Xiaoyan2(1.College of Civil Engineering,Tongji University,Shanghai China,200092;2.Quality Supervision Station of Construction Project,Traffic Administration of Xi′an,Xi′an China,710065)

【机构】 同济大学土木工程学院西安市交通局基本建设质量监督站

【摘要】 目的研究现役结构基于性能的抗震评估时,地震作用水平的确定问题.方法以基于性能的抗震设计为出发点,采用Poisson模型,按照等超越概率原则确定后续服役期内中小震、中震、大震的重现期.结果提出了现役结构三水准抗震评估设防标准.借鉴地震危险性分析的最新成果,给出了烈度、地震影响系数、地震地面加速度的换算关系.通过调整设计基准期,将等超越概率原则推广到考虑不同结构重要性的现役结构抗震评估设防.结论为进一步实现现役结构基于性能的抗震评估及加固提供依据.

【Abstract】 In order to study earthquake actions when assessing seismic performances of existing structures,a new three-level seismic assessment criterion is presented based on performance-based seismic design.According to Poisson model,the return period of moderate-minor,moderate and major earthquake in different re-service periods are calculated based on equal exceeding probability principle.The relations of earthquake intensities,seismic influence coefficients,and ground seismic accelerations are presented with the reference of the latest research findings of earthquake hazard analysis.By modifying the seismic design reference period,the application of equal exceeding probability principle can be extended to taking into account the important factors of different existing structures.It can be used for performance-based seismic assessment and strengthening of existing structures.

【基金】 国家重点基础研究发展计划-973项目(2007CB714202)
  • 【文献出处】 沈阳建筑大学学报(自然科学版) ,Journal of Shenyang Jianzhu University(Natural Science) , 编辑部邮箱 ,2009年04期
  • 【分类号】TU352.11
  • 【被引频次】9
  • 【下载频次】197
节点文献中: 

本文链接的文献网络图示:

本文的引文网络