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安徽强震动台站场地响应研究
ANALYSIS ON SITE RESPONSE OF STRONG MOTION STATIONS IN ANHUI PROVINCE
【摘要】 采用H/V谱比法,利用安徽强震台网记录的波形数据,计算了3个强震台的场地响应。结果表明,当台站场地为基岩或覆盖层较薄时,由地脉动和S波数据分别计算出的谱比曲线一致性很好。当覆盖层大于30.5 m的时候,两者的放大因子有差异,即用S波计算的场地放大响应要明显大于用脉动计算的场地响应。
【Abstract】 In this paper,three strong motion station’s site responses are calculated by the H /V spectral ratio method based on strong motion data recorded by Anhui strong motion network. The site response spectra of ground micro-tremor and S wave are consistent in general for basement rock site of thin-overburden site. However,for thick overburden site over 30. 5 meters,both spectral ratio curves are obvious different,which means that the site response spectra calculated by ground micro-tremor is much bigger than that calculated by S wave.
【关键词】 强震台网;
强震动记录;
H/V谱比法;
场地响应;
【Key words】 Strong motion network; Strong motion record; H /V spectral ratio method; Site response;
【Key words】 Strong motion network; Strong motion record; H /V spectral ratio method; Site response;
【基金】 安徽省地震局科研合同制项目资助项目(201415)
- 【文献出处】 高原地震 ,Plateau Earthquake Research , 编辑部邮箱 ,2014年02期
- 【分类号】P315.78
- 【被引频次】3
- 【下载频次】61