Poster #031, Ground Motions
Spectral Scaling Transfer Function Method for Scenario Ground Motion Simulation with Application to the 2019 Ridgecrest Earthquake Sequence
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Poster Presentation
2021 SCEC Annual Meeting, Poster #031, SCEC Contribution #11194 VIEW PDF
erived scaling law can be used to estimate the corner frequencies of the two events, and then predict the spectral amplitudes of a larger event through application of a transfer function. We use observed 2019 Ridgecrest California earthquake sequence ground motions to validate the transfer function method, including data from foreshocks with M>5. This method assumes that the distance to observation is large compared to the source dimensions, which is the case here with ground motions simulated for Los Angeles basin locations at a distance of 200 km from the Ridgecrest source region. We examine geographical variations in 3-second and 6-second pseudo-spectral accelerations for the observed M7.1 Ridgecrest earthquake, and for a scenario M7.6 Ridgecrest-like earthquake. We then apply the observed M7.1 and simulated M7.6 ground motions to linear dynamic analysis with finite-element models developed and validated for an existing, instrumented 52-story high-rise and 15-story mid-rise building. The results indicate that relative to the M7.1 earthquake, the M7.6 scenario earthquake will produce peak elastic inter-story drifts that are 2 times larger for the 15-story (at around the 6th floor) and 2.7 times larger for the 52-story (at around the 30th floor). The maximum values in computed inter-story drift are mapped and interpreted as measures of building damage potential. These values indicate geographic locations that may be most vulnerable to future large-magnitude, long-period earthquake ground motions for a scenario M7.6 occurring in the same source region.
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