EQE International A consistent set of empirical attenuation relationships is pre-sented for predicting free-field horizontal and vertical com-ponents of peak ground acceleration (PGA), peak ground velocity (PGV), and 5 % damped pseudo-absolute accelera-tion response spectra (PSA). The relationships were derived from attenuation relationships previously developed by the author from 1990 through 1994. The relationships were combined in such a way as to emphasize the strengths and minimize the weaknesses ofeach. The new attenuation rela-tionships are considered to be appropriate for predicting free-field amplitudes of horizontal and vertical components of strong ground motion from worldwide earthquakes of moment magnitude (Mw)> 5 and sites ...
We present a new empirical ground motion model for PGA, PGV, PGD and 5 % damped linear elastic respo...
The large number of strong motion data from the national network of strong motion Iran (NSMNI) motiv...
In this study, we present a ground-motion model for the vertical component of peak ground accelerati...
spectral acceleration This paper deals with the derivation of a consistent set of empirical attenuat...
This paper deals with the derivation of a consistent set of empirical attenuation relationships for ...
EQE International, inc. Based on extensive user feedback, it has been determined that there are seve...
Published online 25 April 2011 in Wiley Online LibraryEmpirical correlation equations between peak g...
This article presents comparisons among the five ground-motion models described in other articles wi...
Abstract Predictive attenuation relationships have been developed for peak ground acceleration and s...
A recently compiled, comprehensive, and good-quality strong-motion database of the Iranian earthquak...
Abstract Ground-motion prediction (attenuation) models predict the probability distributions of spec...
Abstract Peak ground velocity (PGV) has many applications in earthquake engineering, but there are r...
A comprehensive worldwide summary of strong-motion attenuation relationships for peak ground acceler...
Accounting for the measuring errors or uncertainties of magnitude and distance in addition to ground...
In the aftermath of two destructive urban earthquakes in 1999 in Turkey, empirical models of strong ...
We present a new empirical ground motion model for PGA, PGV, PGD and 5 % damped linear elastic respo...
The large number of strong motion data from the national network of strong motion Iran (NSMNI) motiv...
In this study, we present a ground-motion model for the vertical component of peak ground accelerati...
spectral acceleration This paper deals with the derivation of a consistent set of empirical attenuat...
This paper deals with the derivation of a consistent set of empirical attenuation relationships for ...
EQE International, inc. Based on extensive user feedback, it has been determined that there are seve...
Published online 25 April 2011 in Wiley Online LibraryEmpirical correlation equations between peak g...
This article presents comparisons among the five ground-motion models described in other articles wi...
Abstract Predictive attenuation relationships have been developed for peak ground acceleration and s...
A recently compiled, comprehensive, and good-quality strong-motion database of the Iranian earthquak...
Abstract Ground-motion prediction (attenuation) models predict the probability distributions of spec...
Abstract Peak ground velocity (PGV) has many applications in earthquake engineering, but there are r...
A comprehensive worldwide summary of strong-motion attenuation relationships for peak ground acceler...
Accounting for the measuring errors or uncertainties of magnitude and distance in addition to ground...
In the aftermath of two destructive urban earthquakes in 1999 in Turkey, empirical models of strong ...
We present a new empirical ground motion model for PGA, PGV, PGD and 5 % damped linear elastic respo...
The large number of strong motion data from the national network of strong motion Iran (NSMNI) motiv...
In this study, we present a ground-motion model for the vertical component of peak ground accelerati...