Statistical investigation on characteristics of vertical ground motion based on different earthquake event data
Han, Jianping1,2; Wei, Hongliang1,2
2013-04-01
发表期刊Tumu Gongcheng Xuebao/China Civil Engineering Journal
ISSN1000131X
卷号46期号:SUPPL.1页码:127-133
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.
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
收录类别EI
语种中文
出版者Editorial Office of China Civil Engineering Journal
EI入藏号20132816484554
EI主题词Earthquakes
EI分类号408 Structural Design - 484 Seismology
来源库Compendex
分类代码408 Structural Design - 484 Seismology
文献类型期刊论文
条目标识符https://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.Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou 730050, China;
2.Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou 730050, China
第一作者单位甘肃省土木工程防灾减灾重点实验室;  兰州理工大学
第一作者的第一单位甘肃省土木工程防灾减灾重点实验室
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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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