This paper presents a statistical correlation analysis of peak ground acceleration to peak ground velocity ratio (A/V) and other ground motion intensity measures (IMs) for Iran’s data. A/V is an important parameter that can significantly affect nonlinear structural responses. Findings from this study provide beneficial insights into selecting suitable parameters for characterizing earthquake ground motions. The studied database included 2053 strong ground motion records with the moment magnitude from 4.5 to 7.8 MW, rupture distance from 1 to 600 km, and average shear wave velocity from 155 to 1594 m/s. Correlation coefficients between A/V and several IMs were obtained for near-field and far-field records at three A/V levels, low A/V, middle...
Peak ground A/V ratio has been used an empirical parameter to estimate ground motion frequency conte...
This paper presents a new empirical model to predict the mean period (Tm) as a frequency-content par...
AbstractA novel scalar ground motion intensity measure (IM), termed the energy‐frequency parameter, ...
Empirical correlation equations are developed between cumulative absolute velocity (CAV) and other c...
Peak ground velocity (PGV) has many applications in engineering seismology and earthquake engineerin...
A number of parameters to assess instrumental intensity in either the frequency or in the time domai...
Abstract In the first part of this study, a set of 87 ground-motion records, with closest distance t...
Next Generation Attenuation (NGA) West 1 and 2 models are employed to predict the ground motion para...
We apply three data-driven selection methods, log-likelihood (LLH), Euclidean distance-based ranking...
Recording of ground motions with high amplitudes of acceleration and velocity play a key role for d...
A new model is derived to predict the peak ground acceleration (PGA) utilizing a hybrid method coupl...
A recently compiled, comprehensive, and good-quality strong-motion database of the Iranian earthquak...
Ground-motion prediction equations are an essential element of PSHA. In seismic hazard analysis, att...
The Next Generation Attenuation (NGA) project has now published several new sets of empirical ground...
Many studies have been conducted for derivation of attenuation relationships worldwide, however few ...
Peak ground A/V ratio has been used an empirical parameter to estimate ground motion frequency conte...
This paper presents a new empirical model to predict the mean period (Tm) as a frequency-content par...
AbstractA novel scalar ground motion intensity measure (IM), termed the energy‐frequency parameter, ...
Empirical correlation equations are developed between cumulative absolute velocity (CAV) and other c...
Peak ground velocity (PGV) has many applications in engineering seismology and earthquake engineerin...
A number of parameters to assess instrumental intensity in either the frequency or in the time domai...
Abstract In the first part of this study, a set of 87 ground-motion records, with closest distance t...
Next Generation Attenuation (NGA) West 1 and 2 models are employed to predict the ground motion para...
We apply three data-driven selection methods, log-likelihood (LLH), Euclidean distance-based ranking...
Recording of ground motions with high amplitudes of acceleration and velocity play a key role for d...
A new model is derived to predict the peak ground acceleration (PGA) utilizing a hybrid method coupl...
A recently compiled, comprehensive, and good-quality strong-motion database of the Iranian earthquak...
Ground-motion prediction equations are an essential element of PSHA. In seismic hazard analysis, att...
The Next Generation Attenuation (NGA) project has now published several new sets of empirical ground...
Many studies have been conducted for derivation of attenuation relationships worldwide, however few ...
Peak ground A/V ratio has been used an empirical parameter to estimate ground motion frequency conte...
This paper presents a new empirical model to predict the mean period (Tm) as a frequency-content par...
AbstractA novel scalar ground motion intensity measure (IM), termed the energy‐frequency parameter, ...