土木工程与管理学报2011，Vol.28Issue(1)：69-72,4.
场地条件对抗震设计反应谱最大值的影响
Effect of Site Condition on the Maximum Value of Seismic Design Response Spectrum
郭锋 1吴东明 2许国富 2伋雨林3
作者信息
- 1. 中南建筑设计院股份有限公司,湖北,武汉,430071
- 2. 湖北省地球物理勘察技术研究院,湖北,武汉,430056
- 3. 华中科技大学土木工程与力学学院,湖北,武汉,430074
- 折叠
摘要
Abstract
With the 242 group strong earthquake records of 85 stations at KIK- NET in Japan, the sites was classified as 01 seismic code, the acceleration response spectrum with 5％ damping ratio of underground bedrock and surface at each site were calculated, and according to the size of the input ground motion of underground bedrock PGA was divided into four intervals.This article studied the effect of site condition on surface acceleration response spectrum at each site, and concluded Class Ⅱ site with the largest ground motion amplification in short period, Class Ⅰ with the least, after Class Ⅲ site.The result shows the maximum response spectrum adjusted by site classification, proposes the maximum value of site coefficient of various sites design response spectrum.关键词
场地分类/地震动/设计反应谱/场地系数分类
建筑与水利引用本文复制引用
郭锋,吴东明,许国富,伋雨林..场地条件对抗震设计反应谱最大值的影响[J].土木工程与管理学报,2011,28(1):69-72,4.
