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《Journal of Earthquake Engineering and Engineering Vibration》 2013-01
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Amplification effects of site conditions on ground peak accelerations

CHEN Dangmin,DUAN Rui(Earthquake Administration of Shaanxi Province,Xi′an 710068,China)  
Based on abundant drilling data of the Xi'an avea,44 typical section planes were built according to the equivalent shear wave velocities and thickness of overlaying layer,and the peak accelerations of ground motion were calculated by the method of one-dimensional equivalent linearized earthquake response analysis corresponding to seismic ground motion with different intensites.In addition,the characteristics of ground peak acceleration amplification coefficient ks variating with site classification,equivalent shear wave velocity Vse and thickness of overlaying layer H and intensity of seismic ground motion ar were analyzed,and the conclusion that the peak acceleration adjusted according to site classification in the past should be defective is acquired.The results show that ks is decreasing when the values of Vse,H and ar are increasing.The results also show that ks is dominated by Vse more than by H,the effects of H increase gradually with the increasing of ar and reduce gradually with the increasing of Vse.Furthermore,ks should be expressed as a function depending on H and Vse.In the end,certain new methods of adjusting ground peak earthquake acceleration by controlling equivalent shear wave velocity and thickness of overlaying layer are suggested,and the problems needed to be researched more in the future are pointed out.
【Fund】: 陕西省防震减灾“十一五”重点项目(SCZC2008-450)
【CateGory Index】: P315.9;TU352.11
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