2D GRA calibrations at four sites show Rayleigh Mass damping with inflated D_min matches empirical responses better than Full Rayleigh or Maxwell formulations, with m correlating to velocity contrast.
Modeling of Empirical Transfer Functions with 3D Velocity Structure
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Inclination angles up to 15 degrees in 2D and 3D ground response models at Delaney Park produce only minor reductions in transfer function amplitudes near the fundamental frequency with limited improvement over vertical incidence, while larger angles shift frequencies upward in ways not seen in data
citing papers explorer
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Insights on Numerical Damping Formulations Gained from Calibrating Two-Dimensional Ground Response Analyses at Downhole Array Sites
2D GRA calibrations at four sites show Rayleigh Mass damping with inflated D_min matches empirical responses better than Full Rayleigh or Maxwell formulations, with m correlating to velocity contrast.
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Effects of Varying Incident Wave Inclination and Azimuthal Angles on Multi-Dimensional Ground Response Analyses at the Delaney Park Downhole Array Site
Inclination angles up to 15 degrees in 2D and 3D ground response models at Delaney Park produce only minor reductions in transfer function amplitudes near the fundamental frequency with limited improvement over vertical incidence, while larger angles shift frequencies upward in ways not seen in data