2013
DOI: 10.1007/s10518-013-9515-7
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On the selection of GMPEs for Vrancea subcrustal seismic source

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Cited by 22 publications
(12 citation statements)
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“…If the event terms can be accurately calculated, it is of course valid to separately evaluate the between-event sigma and the GMM with the event term removed. In fact, this approach has been used by quite a few workers (Bindi et al, 2006;Scasserra et al, 2009;Bradley, 2010;Shoja-Taheri et al, 2010;Uchiyama and Midorikawa, 2011;Vacareanu et al, 2013;Azarbakht et al, 2014;Van Houtte, 2016). There are two complications for this approach.…”
Section: Multivariate Logarithmic Scorementioning
confidence: 99%
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“…If the event terms can be accurately calculated, it is of course valid to separately evaluate the between-event sigma and the GMM with the event term removed. In fact, this approach has been used by quite a few workers (Bindi et al, 2006;Scasserra et al, 2009;Bradley, 2010;Shoja-Taheri et al, 2010;Uchiyama and Midorikawa, 2011;Vacareanu et al, 2013;Azarbakht et al, 2014;Van Houtte, 2016). There are two complications for this approach.…”
Section: Multivariate Logarithmic Scorementioning
confidence: 99%
“…For out-of-sample analysis (i.e., evaluation using a dataset other than the one for the model development), the GMM under evaluation almost always does not fit, and so this estimation loses its rigorous meaning. Mean Residual The event term for an earthquake was taken as the mean residual (e.g., Scasserra et al, 2009;Shoja-Taheri et al, 2010, their equations 1-4; Uchiyama and Midorikawa, 2011, their equations 1-2; Vacareanu et al, 2013), probably by assuming that the zero-mean leftover residuals will cancel out each other through the summation. This estimation is actually identical to equation (B1) for large N i .…”
Section: B2mentioning
confidence: 99%
“…These four ground motion prediction equations (GMPEs) are: Youngs et al (1997) A previous testing of the four models was performed in (Vacareanu et al 2013b) using a strong ground motion database of 109 recordings. The grading of the candidate GMPEs was performed using the goodness-of-fit parameters given by Scherbaum et al (2004Scherbaum et al ( , 2009) and Delavaud et al (2012).…”
Section: Selection Of Gmpesmentioning
confidence: 99%
“…The study of Vacareanu et al (2013b) grades the four ground motion prediction models recommended within the SHARE research project (Delavaud et al 2012) using a strong ground motion database of 109 recordings from Vrancea subcrustal earthquakes and using the goodness-of-fit parameters given in Scherbaum et al (2004Scherbaum et al ( , 2009 and Delavaud et al (2012). The results show that the Youngs et al (1997) GMPE fits the best with the available strong ground motion database.…”
Section: Evaluation Of the Gmpesmentioning
confidence: 99%
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