摘要
本文通过区域地震活动性的研究，运用危险性概率计算模型，对工程场地进行了地震危险性分析计算。根据一般工业与民用建筑抗震设计规范５０年超越１０％概率的要求。确定出场地的基本烈度和最大基岩峰加速度值。
Through regional seismicity was researched by using the risk probability caculated model, analysied the seismic risk for the industrial site. According to the antiseismic standard for general industrial and resident constructions, under giving period of 50 years. if the probability of exceedance was 10%, the basic intensity and the peak acceleration of rock motion would be gaven in this paper.
出处
《地球科学与环境学报》
CAS
1997年第S1期79-85,共7页
Journal of Earth Sciences and Environment
关键词
地震活动性
地震危险性分析
基本烈度
基岩峰加速度
seismicity, analysis of the seismic risk,the basic intensity,the peak acceleration of rockmontion
