摘要
基于抗震设计的重要性,以厦门某超高层建筑场地为例,在场地地震危险性概率分析的基础上,对场地土层进行了一维地震反应分析计算,确定了该工程场地地震动参数,为抗震设计提供了依据。
A super high-rise building site in Xiamen is taken as an example in this paper. On the basis of analysis of seismic hazard of the engineering site, one-dimension earthquake response of soil layer is analysed and computed, secondly, parameter of earthquake ground motion of the engineering site is determined for seismic design as a proof.
出处
《山西建筑》
2008年第24期95-96,共2页
Shanxi Architecture
关键词
抗震设计
地震危险性
地震动参数
反应谱
seismic design, seismic hazard, parameter of earthquake ground motion, esponse spectra
