Poster #049, Ground Motions
3D wave propagation simulations of the 2019 M7.1 Ridgecrest, CA, Earthquake
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Poster Presentation
2021 SCEC Annual Meeting, Poster #049, SCEC Contribution #11626 VIEW PDF
locity and density information from the SCEC UCVM model CVM-S4.26.M01 with built-in geotechnical layers. The intrinsic attenuation model of Qs=0.1Vs, Qp=2Qs with power-law exponent of 0.6 produced the least biased PGVs throughout our model domain.
We tested kinematic source rupture models inverted from seismic and geodetic data with enhanced high-frequency content, as well as one by the Graves-Pitarka kinematic rupture generator. We find that, as expected, the effects of surface topography increase with frequency, reducing peak ground velocities (PGV) and accelerations (PGA) and prolonging the duration of shaking. Vertical ground motions above 1Hz are enhanced by surface topography by 50% on average while horizontal ground motions are slightly weakened by 20% between 0.1-0.5 Hz. In addition to topographic scattering, we find that small-scale heterogeneities of 5-10% strength add extra scattering wave energy to the vertical ground motions above 1 Hz. Finally, we find that a general underprediction of the PGVs by our simulations at sites where the near-surface velocity structures are not well constrained can be alleviated by incorporating Vs30 information.
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We tested kinematic source rupture models inverted from seismic and geodetic data with enhanced high-frequency content, as well as one by the Graves-Pitarka kinematic rupture generator. We find that, as expected, the effects of surface topography increase with frequency, reducing peak ground velocities (PGV) and accelerations (PGA) and prolonging the duration of shaking. Vertical ground motions above 1Hz are enhanced by surface topography by 50% on average while horizontal ground motions are slightly weakened by 20% between 0.1-0.5 Hz. In addition to topographic scattering, we find that small-scale heterogeneities of 5-10% strength add extra scattering wave energy to the vertical ground motions above 1 Hz. Finally, we find that a general underprediction of the PGVs by our simulations at sites where the near-surface velocity structures are not well constrained can be alleviated by incorporating Vs30 information.
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