Statistical investigation on characteristics of vertical ground motion based on different earthquake event data | |
Han, Jianping1,2; Wei, Hongliang1,2 | |
刊名 | Tumu Gongcheng Xuebao/China Civil Engineering Journal
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2013-04-01 | |
卷号 | 46期号:SUPPL.1页码:127-133 |
关键词 | Acceleration Seismic design Ground motion parameters Horizontal acceleration Influence coefficient Peak ground acceleration Predominant period Response spectra Vertical accelerations Vertical ground motion |
ISSN号 | 1000131X |
英文摘要 | 86 suites of acceleration records from the 9 earthquake events around the world were selected and processed for extracting some essential ground motion parameters. The ratios of vertical to horizontal peak ground acceleration, vertical and horizontal acceleration response spectra and predominant period were mainly investigated statistically. The results indicated that the average ratio of vertical to horizontal peak ground motion is 0.78, and the ratios of more than 60% stations are greater than the rule of thumb, 2/3.This ratio decreases with the increasing epicentral distance. The curves of vertical to horizontal acceleration response spectrum ratios with period from 0 to 6 second have "Z" shape generally. The shapes of vertical and horizontal acceleration response spectrum vary within the different period range. And the vertical acceleration response spectrum achieves the maximum value at the smaller period comparing to the horizontal acceleration response spectrum. For most of stations, the ratio of vertical to horizontal predominant period is less than 1.0.And this ratio increases with the increasing epicentral distance. Finally, influence coefficients, attenuation index and characteristic period of vertical seismic effect for the seismic design code should be prescribed separately. |
语种 | 中文 |
出版者 | Editorial Office of China Civil Engineering Journal |
内容类型 | 期刊论文 |
源URL | [http://ir.lut.edu.cn/handle/2XXMBERH/113283] ![]() |
专题 | 土木工程学院 教务处(创新创业学院) |
作者单位 | 1.Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou 730050, China 2.Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou 730050, China; |
推荐引用方式 GB/T 7714 | Han, Jianping,Wei, Hongliang. Statistical investigation on characteristics of vertical ground motion based on different earthquake event data[J]. Tumu Gongcheng Xuebao/China Civil Engineering Journal,2013,46(SUPPL.1):127-133. |
APA | Han, Jianping,&Wei, Hongliang.(2013).Statistical investigation on characteristics of vertical ground motion based on different earthquake event data.Tumu Gongcheng Xuebao/China Civil Engineering Journal,46(SUPPL.1),127-133. |
MLA | Han, Jianping,et al."Statistical investigation on characteristics of vertical ground motion based on different earthquake event data".Tumu Gongcheng Xuebao/China Civil Engineering Journal 46.SUPPL.1(2013):127-133. |
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