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Accounting for site characterization uncertainties when developing ground-motion prediction equations

Abstract : Current ground-motion prediction equations invariably assume that site conditions at strong-motion stations, often characterized by the average shear-wave velocity to a depth of 30 m (VS30), are known to a uniform accuracy. This is, however, rarely the case. In this article, we present a regression procedure based on generalized least-squares and maximum-likelihood approaches that take into account the varying uncertainties on VS30. Assuming that VS30s for various groups of stations are known to different accuracies, application of this procedure to a large set of records from the Japanese KiK-net shows that the regression coefficients are largely insensitive to the assumption of nonuniform uncertainties. However, this procedure allows the computation of a site-specific standard deviation (σ) that should be used for sites where VS30 is known to different accuracies (e.g., a site only specified by class or a site with a measured VS profile). For sites with a measured VS profile, this leads to lower sitespecific σ than for a site that is poorly characterized because this technique explicitly models the separation between the epistemic uncertainty in VS30 and the aleatory variability in predicted ground motion.
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https://hal-brgm.archives-ouvertes.fr/hal-00567862
Contributeur : John Douglas <>
Soumis le : mardi 22 février 2011 - 09:45:44
Dernière modification le : mardi 29 mai 2018 - 16:06:04

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Pierre Gehl, Luis Fabian Bonilla, John Douglas. Accounting for site characterization uncertainties when developing ground-motion prediction equations. Bulletin of the Seismological Society of America, Seismological Society of America, 2011, 101 (3), pp.1101-1108. ⟨10.1785/0120100246⟩. ⟨hal-00567862⟩

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