摘要
根据场地勘测和地震危险性分析资料,采用波传播方法,提供了厦门市某商住大厦结构动力时程分析所需要的场地地震动输入,并根据我国建筑抗震设计规范关于地震区高层建筑抗震设计的要求,做了场地分析的初步尝试。
According to the down hole measured data and seismic hazard analysis data, the time histories of the site earthquake motion are provided for the struetural dynamic time history analyses of Yuitai Garden commercial housing building in Amoy city with the wave prepagation method. This is primary trial in the site analysis for carrying out the requirement about the high buildings in the seismic regions according to the antiseismic design code of architecture.