Abstract

A new non-ergodic ground-motion model (GMM) for effective amplitude spectral (EAS) values for California is presented in this study. EAS, which is defined in Goulet et al. (Effective amplitude spectrum (eas) as a metric for ground motion modeling using fourier amplitudes, 2018), is a smoothed rotation-independent Fourier amplitude spectrum of the two horizontal components of an acceleration time history. The main motivation for developing a non-ergodic EAS GMM, rather than a spectral acceleration GMM, is that the scaling of EAS does not depend on spectral shape, and therefore, the more frequent small magnitude events can be used in the estimation of the non-ergodic terms. The model is developed using the California subset of the NGAWest2 dataset (Ancheta in PEER NGA-West2 database. Tech. rep., PEER, Berkeley, CA, 2013). The Bayless and Abrahamson (Bull Seismol Soc Am 109(5): 2088-2105, https://doi.org/10.1785/0120190077 , 2019b) (BA18) ergodic EAS GMM was used as backbone to constrain the average source, path, and site scaling. The non-ergodic GMM is formulated as a Bayesian hierarchical model: the non-ergodic source and site terms are modeled as spatially varying coefficients following the approach of Landwehr et al. (Bull Seismol Soc Am 106(6):2574-2583. https://doi.org/10.1785/0120160118 , 2016), and the non-ergodic path effects are captured by the cell-specific anelastic attenuation attenuation following the approach of Dawood and Rodriguez-Marek (Bull Seismol Soc Am 103(2B):1360-1372, https://doi.org/10.1785/0120120125 , 2013). Close to stations and past events, the mean values of the non-ergodic terms deviate from zero to capture the systematic effects and their epistemic uncertainty is small. In areas with sparse data, the epistemic uncertainty of the non-ergodic terms is large, as the systematic effects cannot be determined. The non-ergodic total aleatory standard deviation is approximately 30 to $$40\%$$ smaller than the total aleatory standard deviation of BA18. This reduction in the aleatory variability has a significant impact on hazard calculations at large return periods. The epistemic uncertainty of the ground motion predictions is small in areas close to stations and past events.

Highlights

  • Probabilistic seismic hazard analyses (PSHA) estimates the annual rate of exceeding a ground-motion parameter at a site of interest

  • Examples of models that have been developed under this approach are the NGA-West ground-motion model (GMM) for California (Abrahamson et al, 2008), and the Douglas et al (2014) GMM for Europe; as more data are collected, the ergodic assumption can be relaxed, and repeatable effects related to the source, path and site can be properly modeled, which leads to a decrease in the aleatory variability

  • At frequencies below the corner frequency, a unit change in magnitude leads to a factor of 32 change in the amplitude of the ground motion; a 0.4 natural-log difference in ground motion can be caused by a 0.11 bias in the magnitude estimation between the Northern California Seismic Network (NCSN) and SCSN networks, which could be due to different assumptions in the velocity models or other input parameters used to determine the magnitude of an event

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Summary

A Non-Ergodic Effective Amplitude Ground-Motion

UC Berkeley: University of California Berkeley https://orcid.org/0000-0001-6546-1340.

Introduction
Functional Form
Magnitude Scaling
Path Scaling
Site Scaling
Formulation of spatially varying coefficient model
Predictive distributions of coefficients at new locations
Inter-frequency Correlation
Hyperparameters
Spatially varying coefficients and cell-specific anelastic attenuation
Non-ergodic residuals
Standard deviation
Inter-frequency correlation
Examples
Conclusions and Discussion
Full Text
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