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Ground-Motion Simulation and Validation of the 2008 Chino Hills, California, Earthquake Using Different Velocity Models

地质学 地震学 地震动 大地测量学 强地震动
作者
Ricardo Taborda,Jacobo Bielak
出处
期刊:Bulletin of the Seismological Society of America [Seismological Society]
卷期号:104 (4): 1876-1898 被引量:45
标识
DOI:10.1785/0120130266
摘要

Abstract We present a set of ground‐motion simulations of the 2008 M w  5.4 Chino Hills earthquake using different seismic‐velocity models available for southern California. The simulations are tailored for a maximum frequency of 4 Hz and a minimum shear‐wave velocity of 200  m/s. We use the community models developed by the Southern California Earthquake Center, CVM‐S and CVM‐H. In the case of CVM‐H, we use two available alternatives, with and without considering the geotechnical layers (GTL). We compare the simulation results obtained with the models against each other and validate the synthetics with recordings obtained at more than 300 stations. The comparisons are used to gain insight into the sensitivity of the results to differences in the models and to make conclusions about the strengths of each model’s description of the crustal structure and the GTL in the region. The validation is done using a goodness‐of‐fit (GOF) criterion. We find the GOF values show a better match at frequencies below 1 Hz, within the basins, and below 0.5 Hz in general. The models, however, do not converge at frequencies lower than 0.5 Hz, and the areas where each model leads to better results do not always coincide. The synthetics start to deviate significantly from observations at frequencies above 1 and 2 Hz, although very good agreement with data can still be found at individual locations, even at the higher frequencies. CVM‐S yields the best results at frequencies up to 0.25 Hz. Our results reveal significant sensitivity of the ground motion to the differences in the structural representation of basins and shallow layers in the models. This indicates the models need to be cross referenced. We close by offering suggestions on the type of improvements that could be adopted in the future.
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