自贡西山公园山脊场地地形和土层效应数值模拟
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摘要
利用自贡地形影响强震动观测台阵在汶川地震中获得的强震动记录,以位于山脚下基岩上的台站为参考点,采用传统谱比法对场地放大效应进行了初步分析;同时用显式有限元-有限差分方法模拟了自贡西山公园山脊场地地形和土层的地震动效应,并进行了数值模拟结果与强震动观测结果的对比分析。结果表明:上覆土层对地震动的放大作用相对于地形变化的放大作用更为明显;地形对地震动水平分量的放大效应要明显于对竖直分量的放大效应;采用二维模型对上覆土层的模拟与观测结果较吻合,对于基岩介质部分的模拟在低频范围内也能反映山脊地形对地震动的影响。
Site amplification was analyzed for the ridge terrain of Zigong Xishan park using the strong motion record obtained in Wenchuan earthquake by traditional spectral ration method. The reference seismic station of spectral ration was located near the foot of the ridge. Ground motion response of the ridge terrain in Zigong Xishan park was simulated by the explicit finite element-finite difference method. The results of numerical simulation were compared with the observed values of strong motion records, which shows that this numerical simulation model could reflect the ridge terrain basically. Numerical modeling results showed these conclusions as follows. Amplification action of the overlaying soil to seismic acceleration was more obvious than that of the topographic change. Horizontal component of the seismic ground motion was amplified by topography variation more evidently than vertical component. The two-dimensional model built in this paper could well simulate the ground motion on overlaying soil and the results coincided well with the observation results. Simulation for bedrock could reflect the ground motion response of the ridge terrain in low frequency range.
Site amplification was analyzed for the ridge terrain of Zigong Xishan park using the strong motion record obtained in Wenchuan earthquake by traditional spectral ration method. The reference seismic station of spectral ration was located near the foot of the ridge. Ground motion response of the ridge terrain in Zigong Xishan park was simulated by the explicit finite element-finite difference method. The results of numerical simulation were compared with the observed values of strong motion records, which shows that this numerical simulation model could reflect the ridge terrain basically. Numerical modeling results showed these conclusions as follows. Amplification action of the overlaying soil to seismic acceleration was more obvious than that of the topographic change. Horizontal component of the seismic ground motion was amplified by topography variation more evidently than vertical component. The two-dimensional model built in this paper could well simulate the ground motion on overlaying soil and the results coincided well with the observation results. Simulation for bedrock could reflect the ground motion response of the ridge terrain in low frequency range.
引文
胡聿贤,孙平善,章在墉等,1980.场地条件对震害和地震动的影响.地震工程与工程振动,(1):35—41.
廖振鹏,2002.工程波动理论导论(第二版).北京:科学出版社.
李小军,廖振鹏,杜修力,1992.有阻尼体系动力问题的一种显式差分解法.地震工程与工程振动,12(4):74—80.
欧阳行艳,章文波,2008.利用强震记录进行场地反应分析研究综述.世界地震工程,24(3):118—126.
周锡元,1965.土质条件对建筑物所受地震荷载的影响.见:中国科学院工程力学研究所地震工程研究报告集(第二集).北京:科学出版社.
Andrews D.J.,1986.Objective determination of source parameters and similarity of earthquakes of different size.In:Das,S.Boatwright,J.and Scholz,C.H.(eds.),Earthquake Source Mechanics.Washington,D.C.:AGU,259—267.
Borcherdt R.D.,1970.Effects of local geology on ground motion near San Francisco Bay.BSSA,60(1):29—61.
Field E.H.,Jacob K.H.,1985.A comparison and test of various site-response estimation techniques,including three that are not reference-site dependent.BSSA,85(4):1127—1143.
Moya A.,Irikura K.,Loh C.H.,et al.,2003.Estimation of site effects and Q factor using a reference event.BSSA,93(4):1730—1745.
Xiao-Jun Li,Zhen-Peng Liao,Hui-Min Guan,1995.An explicit finite element-finite difference method for analyzing the effect of visco-elastic local topography on the earthquake motion.ACTA Seismologica Sinica,8(3):447—456.
廖振鹏,2002.工程波动理论导论(第二版).北京:科学出版社.
李小军,廖振鹏,杜修力,1992.有阻尼体系动力问题的一种显式差分解法.地震工程与工程振动,12(4):74—80.
欧阳行艳,章文波,2008.利用强震记录进行场地反应分析研究综述.世界地震工程,24(3):118—126.
周锡元,1965.土质条件对建筑物所受地震荷载的影响.见:中国科学院工程力学研究所地震工程研究报告集(第二集).北京:科学出版社.
Andrews D.J.,1986.Objective determination of source parameters and similarity of earthquakes of different size.In:Das,S.Boatwright,J.and Scholz,C.H.(eds.),Earthquake Source Mechanics.Washington,D.C.:AGU,259—267.
Borcherdt R.D.,1970.Effects of local geology on ground motion near San Francisco Bay.BSSA,60(1):29—61.
Field E.H.,Jacob K.H.,1985.A comparison and test of various site-response estimation techniques,including three that are not reference-site dependent.BSSA,85(4):1127—1143.
Moya A.,Irikura K.,Loh C.H.,et al.,2003.Estimation of site effects and Q factor using a reference event.BSSA,93(4):1730—1745.
Xiao-Jun Li,Zhen-Peng Liao,Hui-Min Guan,1995.An explicit finite element-finite difference method for analyzing the effect of visco-elastic local topography on the earthquake motion.ACTA Seismologica Sinica,8(3):447—456.
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