The 1994 Northridge Earthquake


Photos taken by Gene Ichinose one week after the M=6.8 January 1994 Northridge Earthquake show damage to structures. The top panel shows a ground level collapse of an apartment structure next to California State University Northridge (CSUN), Northridge, CA just miles north of the epicenter. The two lower panels show the CSUN parking structure that was weakened from the mainshock. It later collapsed after a M=5.0 aftershock near Grenada Hills.


U.Cal.Berkeley CD photo album of Northridge 1994 earthquakeHere Are some sample images.







THREE DIMENSIONAL SIMULATION OF GROUND MOTION IN SAN FERNANDO VALLEY


1994 Seismological Society of America Annual Meeting in Pasadena, CA
A channel 11 Fox News clip of an interview of K. McLaughlin and H. Magistrale during the 1994 SSA poster session.

1995 SCEC Annual Meeting, Ojai, CA

Harold Magistrale, Steven M. Day, Gene Ichinose, Yu Guang
San Diego State University

Keith L McLaughlin, Science Systems Softwave, La Jolla, CA

We have developed a scalable, workstation-based procedure for 3D simulations of earthquake ground motion in the presence of very large seismic velocity contrasts. The method accomodates models with a large range of seismic velocity by using a form of adaptive gridding (recursive grid refinement). We have also developed a high resolution 3D geologic model for the L.A. region for use in the simulations, and this model has been distributed to other investigators engaged in ground motion prediction for the L. A. region.

We have completed 3 simulations of the Northridge mainshock to investigate the sensitivity of ground motion predictions to the rupture model. We have also completed simulations of 6 Northridge aftershocks, with the objective of investigating sensitivity of ground motion predictions to source location and mechanism. The simulations focus on low-frequency ground motion, with upper cutoff frequency of 0.4 Hz (one case had upper cutoff of 0.8 Hz). In all cases, maximum low-frequency horizontal velocity is correlated with depth to basement. In most cases, the predicted maxima are concentrated within the 10,000 ft. depth-to-basement contour. For a shallow aftershock outside the San Fernando Valley, the simulation also predicts high amplitudes along the nearest basin margin.



An article from "1994 Computers in Physics article" explaining, Whats Tres3D?

American Geophysical Union 1994 Fall Meeting, San Fransisco, CA. - Estimated peak velocities from Tres3D run from the 1994 Northridge Earthquake. This was a joint project between San Diego State Univ. and Science Systems Software, La Jolla, CA funded by the Southern California Earthquake Center.


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