SUMMARY: We review site parameters used in ground motion prediction equations (GMPEs) for various tectonic regimes and describe procedures for estimation of site parameters in the absence of site-specific data. Most modern GMPEs take as the principal site parameter the average shear wave velocity in the upper 30 m of the site (Vs30) either directly or as the basis for site classification into categories. Three GMPEs developed for active regions also use basin depth parameters. We review estimation procedures for Vs30 that utilize surface geology, terrain-based site categories, ground slope, or combinations of these. We analyze the relative efficacy of those procedures using a profile data set from California assembled in a recent NGA projec...
Ground motion intensity measures are used to represent various components of earthquake shaking inte...
Current ground-motion prediction equations invariably assume that site conditions at strong-motion s...
Current ground-motion prediction equations invariably assume that site conditions at strong-motion s...
We review site parameters used in ground motion prediction equations (GMPEs) for various tectonic re...
This article proposes a new framework for the inclusion of site effects in empirical ground-motion p...
This article proposes a new framework for the inclusion of site effects in empirical ground-motion p...
International audienceGround-motion prediction equations (GMPEs) relate a ground-motion parameter (e...
International audienceGround-motion prediction equations (GMPEs) relate a ground-motion parameter (e...
International audienceGround-motion prediction equations (GMPEs) relate a ground-motion parameter (e...
International audienceThis article proposes a new framework for the inclusion of site effects in emp...
International audienceThis article proposes a new framework for the inclusion of site effects in emp...
International audienceThis article proposes a new framework for the inclusion of site effects in emp...
International audienceThis article proposes a new framework for the inclusion of site effects in emp...
International audienceThis article proposes a new framework for the inclusion of site effects in emp...
Ground motion intensity measures are used to represent various components of earthquake shaking inte...
Ground motion intensity measures are used to represent various components of earthquake shaking inte...
Current ground-motion prediction equations invariably assume that site conditions at strong-motion s...
Current ground-motion prediction equations invariably assume that site conditions at strong-motion s...
We review site parameters used in ground motion prediction equations (GMPEs) for various tectonic re...
This article proposes a new framework for the inclusion of site effects in empirical ground-motion p...
This article proposes a new framework for the inclusion of site effects in empirical ground-motion p...
International audienceGround-motion prediction equations (GMPEs) relate a ground-motion parameter (e...
International audienceGround-motion prediction equations (GMPEs) relate a ground-motion parameter (e...
International audienceGround-motion prediction equations (GMPEs) relate a ground-motion parameter (e...
International audienceThis article proposes a new framework for the inclusion of site effects in emp...
International audienceThis article proposes a new framework for the inclusion of site effects in emp...
International audienceThis article proposes a new framework for the inclusion of site effects in emp...
International audienceThis article proposes a new framework for the inclusion of site effects in emp...
International audienceThis article proposes a new framework for the inclusion of site effects in emp...
Ground motion intensity measures are used to represent various components of earthquake shaking inte...
Ground motion intensity measures are used to represent various components of earthquake shaking inte...
Current ground-motion prediction equations invariably assume that site conditions at strong-motion s...
Current ground-motion prediction equations invariably assume that site conditions at strong-motion s...