| 工程场地地震动参数的确定 |
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| 引用本文： | 黄强兵,彭建兵,范文. 工程场地地震动参数的确定[J]. 地球科学与环境学报, 2001, 23(1): 54-58 |
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| 作者姓名： | 黄强兵 彭建兵 范文 |
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| 作者单位： | 1. 长安大学地质工程与测绘工程学院,
2. 西安交通大学建筑与力学学院, |
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| 摘 要： | 以咸阳某工程场地为例，首先阐述了场地的地震地质条件，然后在场地地震危险性概率分析的基础上，对场地土层进行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。
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| 关 键 词： | 地震危险性；地震动参数；反应谱；抗震设计 |
| 文章编号： | 1007-9955(2001)01-0054-05 |
| 修稿时间： | 2000-08-22 |
THE DETERMINATION OFEARTHQUAKE GROUND MOTION PARAMETER OF ENGINEERING SITE |
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| HUANG Qiang-bing,PENG Jian-bin,FAN Wen. THE DETERMINATION OFEARTHQUAKE GROUND MOTION PARAMETER OF ENGINEERING SITE[J]. Journal of Earth Sciences and Environment, 2001, 23(1): 54-58 |
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| Authors: | HUANG Qiang-bing PENG Jian-bin FAN Wen |
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| Affiliation: | HUANG Qiang bing 1,PENG Jian bin 1,FAN Wen 2 |
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| Abstract: | A certain engineering site in Xianyang is taken as an example in this paper. Firstly, seismic geology condition of the engineering site is expounded, secondly,on the basis of analysis of seismic hazard of the engineering site, one dimension earthquake response of soil layer is analysed and computed, and finally parameter of earthquake ground motion of the engineering site is determined for earthquake resistant design as a proof. |
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| Keywords: | seismic hazard parameter of earthquake ground motion response spectra earthquake-resistant design |
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