| 超高层建筑场地地震动参数的确定 |
| |
| 引用本文： | 张艺峰,姚道平,彭城.超高层建筑场地地震动参数的确定[J].山西建筑,2008,34(24). |
| |
| 作者姓名： | 张艺峰 姚道平 彭城 |
| |
| 作者单位： | 1. 厦门地震勘测研究中心,福建厦门,361021
2. 郑州市地震工程勘察事务所,河南郑州,450006 |
| |
| 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.
|
| 关 键 词： | 抗震设计 地震危险性 地震动参数 反应谱 |
The determination of earthquake ground motion parameter of super high-rise building site |
| |
| ZHANG Yi-feng,YAO Dao-ping,PENG Cheng.The determination of earthquake ground motion parameter of super high-rise building site[J].Shanxi Architecture,2008,34(24). |
| |
| Authors: | ZHANG Yi-feng YAO Dao-ping PENG Cheng |
| |
| Affiliation: | ZHANG Yi-feng YAO Dao-ping PENG Cheng |
| |
| Abstract: | 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. |
| |
| Keywords: | seismic design seismic hazard parameter of earthquake ground motion esponse spectra |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
