A statistical analysis shows that the peak horizontal accelerations recorded from the San Fernando earthquake of February 1971 attenuate with focal distance as R-1"39. This attenuation rate is nearly identical to that reported for peak accelerations from underground nuclear explosions. Assuming that the derived attenuation is independent of source parameters and using data from a number of other California earthquakes, the scaling of peak horizontal acceleration with magnitude was determined statistically. Assuming that the attenuation of peak velocity and displacement with distance is identical for earthquakes and under-ground nuclear explosions, the scaling of earthquake peak velocity and dis-placement with magnitude was also determi...
Profiles of ground velocity and acceleration, displayed as a function of epicen-tral distance, are a...
Abstract This study collects recorded ground motions from the near-source region of large earthquake...
Abstract Peak ground velocity (PGV) has many applications in earthquake engineering, but there are r...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
A brief review of proposed correlations between peak accelerations and earthquake magnitude and dist...
Abstract Over 200 peak amplitudes of strong motion were observed at distances of less than 250 km fr...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
Lower and upper bounds of the peak horizontal ground acceleration are obtained through the considera...
Data from the 1971 San Fernando, California, earthquake provided the op-portunity to study the varia...
This report is preliminary and has not been reviewed for conformity with U. S. Geological Survey edi...
Peak ground accelerations (PGA) at 181 sites for the Landers Mw 7.3 earthquake and at 85 sites for t...
We have developed regression relationships between Modified Mercalli Intensity (I_mm) and peak groun...
An empirical scaling law that relates local magnitude (ML), epicentral distance (4), and strong hori...
A random-vibration model of the Hanks-McGuire type is used to predict peak ground motions at rock si...
Profiles of ground velocity and acceleration, displayed as a function of epicen-tral distance, are a...
Abstract This study collects recorded ground motions from the near-source region of large earthquake...
Abstract Peak ground velocity (PGV) has many applications in earthquake engineering, but there are r...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
A brief review of proposed correlations between peak accelerations and earthquake magnitude and dist...
Abstract Over 200 peak amplitudes of strong motion were observed at distances of less than 250 km fr...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
Lower and upper bounds of the peak horizontal ground acceleration are obtained through the considera...
Data from the 1971 San Fernando, California, earthquake provided the op-portunity to study the varia...
This report is preliminary and has not been reviewed for conformity with U. S. Geological Survey edi...
Peak ground accelerations (PGA) at 181 sites for the Landers Mw 7.3 earthquake and at 85 sites for t...
We have developed regression relationships between Modified Mercalli Intensity (I_mm) and peak groun...
An empirical scaling law that relates local magnitude (ML), epicentral distance (4), and strong hori...
A random-vibration model of the Hanks-McGuire type is used to predict peak ground motions at rock si...
Profiles of ground velocity and acceleration, displayed as a function of epicen-tral distance, are a...
Abstract This study collects recorded ground motions from the near-source region of large earthquake...
Abstract Peak ground velocity (PGV) has many applications in earthquake engineering, but there are r...