Add to ORKGThe earthquake ground accelerations recorded at El Centro, 30 December 1934; El Centro, 18 May 1940; Olympia, Washington, 13 April 1949; and Taft, California, 21 July 1952, have been integrated with a digital computer to obtain at each location the three components of ground velocity and ground displacement. Maximum horizontal displacements of 10 and 20 inches are indicated, and maximum vertical displacements of 5 inches are indicated
Two hundred and thirty-four components of ground displacement are the basis of an investigation of l...
The San Francisco earthquake of March 22, 1957, was recorded simultaneously by accelerometers at fi...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
In this paper the accuracy of routine methods for processing strong-motion earthquake accelerograms ...
The need for a greatly expanded network of strong-motion accelerographs throughout the seismic regio...
The need for a greatly expanded network of strong-motion accelerographs throughout the seismic regio...
In this paper the accuracy of routine methods for processing strong-motion earthquake accelerograms ...
Integrated velocities and displacements show that near the fault at Cholame the surface motion exhib...
Integrated velocities and displacements show that near the fault at Cholame the surface motion exhib...
Peak ground velocity (PGV) and peak ground displacement (PGD) are important strong ground motion par...
Engineering seismology is the link between earth sciences and engineering. The main input of enginee...
Strong ground-motion attenuation relations take on a variety of forms, depending upon the parameters...
Two hundred and thirty-four components of ground displacement are the basis of an investigation of l...
Two hundred and thirty-four components of ground displacement are the basis of an investigation of l...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
Two hundred and thirty-four components of ground displacement are the basis of an investigation of l...
The San Francisco earthquake of March 22, 1957, was recorded simultaneously by accelerometers at fi...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
In this paper the accuracy of routine methods for processing strong-motion earthquake accelerograms ...
The need for a greatly expanded network of strong-motion accelerographs throughout the seismic regio...
The need for a greatly expanded network of strong-motion accelerographs throughout the seismic regio...
In this paper the accuracy of routine methods for processing strong-motion earthquake accelerograms ...
Integrated velocities and displacements show that near the fault at Cholame the surface motion exhib...
Integrated velocities and displacements show that near the fault at Cholame the surface motion exhib...
Peak ground velocity (PGV) and peak ground displacement (PGD) are important strong ground motion par...
Engineering seismology is the link between earth sciences and engineering. The main input of enginee...
Strong ground-motion attenuation relations take on a variety of forms, depending upon the parameters...
Two hundred and thirty-four components of ground displacement are the basis of an investigation of l...
Two hundred and thirty-four components of ground displacement are the basis of an investigation of l...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
Two hundred and thirty-four components of ground displacement are the basis of an investigation of l...
The San Francisco earthquake of March 22, 1957, was recorded simultaneously by accelerometers at fi...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...