Vertical Ground Motion Characteristics of Wenchuan Earthquake

被引:0
作者
Han Jian-ping [1 ]
Yan Qing [1 ]
Zhou Wei [1 ]
机构
[1] Lanzhou Univ Technol, Inst Earthquake Protect & Disaster Mitigat, Lanzhou 730050, Gansu, Peoples R China
来源
ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3 | 2011年 / 94-96卷
关键词
Wenchuan earthquake; vertical ground motion; ratio of vertical to horizontal peak ground acceleration; response spectra; predominant period;
D O I
10.4028/www.scientific.net/AMM.94-96.1828
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Wenchuan earthquake of May 12, 2008(M-w=8.0) was the most significant earthquake that had affected Chinese Mainland since the Tangshan earthquake of 1976. The dense network of seismographs deployed in this region recorded ground motion acceleration data with good quality. In this paper, vertical ground motion characteristics of Wenchuan Earthquake are investigated from the database including 282 records at 94 stations. Special attention is focused on the behavior of the recorded vertical ground motion and its relation to the horizontal ground motion counterparts. The results indicate that the average value of the ratios of vertical to horizontal peak ground acceleration (a(v)/a(h)) is 0.58, but the ratios of over 30% stations exceed the rule-of-thumb value of 2/3. This a(v)/a(h) is much discrete in the near-fault region and tends to decrease with the increase of epicentral distance. Furthermore, site condition also influences this ratio. The curve of vertical to horizontal acceleration response spectral ratio (S-av/S-ah) with period ranging from 0 to 6s appears to be saddle-shaped overall and S-av/S-ah value varies within different period range. It is also can be seen that the vertical acceleration response spectrum (S-av) looks thin compared with the horizontal acceleration response spectrum (S-ah). Except several stations, the ratio of vertical to horizontal ground motion predominant period (T-pv/T-ph) is less than 1.0, and it increases with the increase of epicentral distance and becomes smooth gradually.
引用
收藏
页码:1828 / 1832
页数:5
相关论文
共 17 条
[1]  
Bozorgnia Y., 2000, P 12WCEE AUCKL NZ
[2]  
Elnashai A., 2005, TECHNICAL MEMORANDUM, V3983, P351
[3]  
[贾俊峰 JIA Junfeng], 2009, [地震工程与工程振动, Earthquake Engineering and Engineering Vibration], V29, P44
[4]  
Jia Junfeng, 2010, Acta Seismologica Sinica, V32, P41, DOI 10.3969/j.issn.0253-3782.2010.01.005
[5]  
Kikuchi M., 2000, P 12WCEE AUCKL NZ
[6]  
Kim S. J., 2008, P 14WCEE BEIJ CHIN
[7]  
KIM SJ, 2008, THESIS U ILLINOIS UR
[8]   Analytical Assessment of the Effect of Vertical Earthquake Motion on RC Bridge Piers [J].
Kim, Sung Jig ;
Holub, Curtis J. ;
Elnashai, Amr S. .
JOURNAL OF STRUCTURAL ENGINEERING, 2011, 137 (02) :252-260
[9]   Characterization of shaking intensity distribution and seismic assessment of RC buildings for the Kashmir (Pakistan) earthquake of October 2005 [J].
Kim, Sung Jig ;
Elnashai, Amr S. .
ENGINEERING STRUCTURES, 2009, 31 (12) :2998-3015
[10]   Effect of near-fault vertical ground motions on seismic response of high overcrossings [J].
Kunnath, Sashi K. ;
Erduran, Emrah ;
Chai, Y. H. ;
Yashinsky, Mark .
JOURNAL OF BRIDGE ENGINEERING, 2008, 13 (03) :282-290