The values of r3 listed in table 1 of Pankow and Pech-mann (2004) are too large by a factor of Z2 because they were calculated using equation (3) of Boore et al. (1993), which has an error in it as reported by Boore (2005) and Spudich and Boore (2005). The r3 for the peak ground ve-locity (PGV) should be changed from 0.106 to 0.075. The rest of the r3 values are originally from table 2 of Spudich et al. (1999), and their corrections are discussed in Spudich and Boore (2005). The r3 values are needed for calculating the standard deviation of the ground-motion prediction for a randomly oriented horizontal component. The results for the horizontal-component geometric mean are unaffected by the error. References Boore, D. M. (2005). Erratum: Eq...
A single ground-motion intensity measure, typically spectral acceleration (SA), is required as the m...
Empirical ground motion models for the vertical component from shallow crustal earthquakes in active...
Abstract Ground-motion (attenuation) relations are used to estimate strong ground motion for many en...
Abstract In this note, we expand on a previous study of strong ground motions in extensional tectoni...
Abstract We present SEA99, a revised predictive relation for geometric mean horizontal peak ground a...
In this study, we suggest correction terms for an existing ground motion prediction equation corresp...
Abstract Peak ground velocity (PGV) has many applications in earthquake engineering, but there are r...
A key element in any seismic hazard analysis is the selection of appropriate ground-motion predictio...
There is an error in Equation (12) and in the subsequent description. In fact, Equation (12) should ...
International audienceA key element in any seismic hazard analysis is the selection of appropriate g...
EQE International, inc. Based on extensive user feedback, it has been determined that there are seve...
Online Material: Horizontal-component data for subduction zone earthquakes. It has come to our atten...
Due to the limited observational datasets available for the derivation of ground-motion prediction e...
In our recent ground-motion article (Atkinson and Boore, 2006), equation (6) describes an adjustment...
The number of Ground Motion Prediction Equations (GMPEs) used for predicting peak ground acceleratio...
A single ground-motion intensity measure, typically spectral acceleration (SA), is required as the m...
Empirical ground motion models for the vertical component from shallow crustal earthquakes in active...
Abstract Ground-motion (attenuation) relations are used to estimate strong ground motion for many en...
Abstract In this note, we expand on a previous study of strong ground motions in extensional tectoni...
Abstract We present SEA99, a revised predictive relation for geometric mean horizontal peak ground a...
In this study, we suggest correction terms for an existing ground motion prediction equation corresp...
Abstract Peak ground velocity (PGV) has many applications in earthquake engineering, but there are r...
A key element in any seismic hazard analysis is the selection of appropriate ground-motion predictio...
There is an error in Equation (12) and in the subsequent description. In fact, Equation (12) should ...
International audienceA key element in any seismic hazard analysis is the selection of appropriate g...
EQE International, inc. Based on extensive user feedback, it has been determined that there are seve...
Online Material: Horizontal-component data for subduction zone earthquakes. It has come to our atten...
Due to the limited observational datasets available for the derivation of ground-motion prediction e...
In our recent ground-motion article (Atkinson and Boore, 2006), equation (6) describes an adjustment...
The number of Ground Motion Prediction Equations (GMPEs) used for predicting peak ground acceleratio...
A single ground-motion intensity measure, typically spectral acceleration (SA), is required as the m...
Empirical ground motion models for the vertical component from shallow crustal earthquakes in active...
Abstract Ground-motion (attenuation) relations are used to estimate strong ground motion for many en...