Abstract：
The April 20, 2013, Ms 7.0 Lushan Earthquake was a major earthquake that followed the Ms 8.0 Wenchuan Earthquake on May 12, 2008. Frequent earthquakes have caused heavy casualties and property loss in Western Sichuan. Earthquake disasters are often closely related to the amplification effect of ground motion. Studying the ground motion characteristics of near-surface geological structures helps to understand the distribution of potential earthquake disasters. In this study, we investigated ground motion amplification in the downtown area of Lushan using numerical simulation and aftershock data from the Lushan Earthquake. Using the Lushan earthquake aftershock data from nine seismic stations distributed in the area, the amplifi cation effect of the sites was determined using the “reference site spectral ratio” method. The results show that the frequency of the ground motion amplifi cation in the area was in the range 5–10 Hz, and the corresponding amplifi cation peak was from 3 to 14. Among the study sites, the amplifi cation (14 times) at L07 was the most prominent. To study further the amplification characteristics, shear-wave velocity models for the structures under these sites were established using passive-source Rayleigh surfacewave exploration. One-dimensional (1D) and two-dimensional (2D) seismic amplification effects were simulated using horizontally propagating shear-wave modeling. Except Site L07, the 1D simulation results of each site well refl ected the variation feature of the seismic amplifi cation on the frequency band below the observed peak frequency, although the overall simulated amplifi cation peaks were smaller than the observed results. The 2D simulation of the remarkable amplifi cation phenomenon at L07 was in better agreement with the observation result than was the 1D simulation, indicating that the seismic amplifi cation in the Modong area is infl uenced by lateral variation of the Quaternary sediments.
2019, Vol. 16 
