Estimated Ground Motion From the 1994 Northridge, California, Earthquake at the Site of the Interstate 10 and La Cienega Boulevard Bridge Collapse, West Los Angeles, California

We have estimated ground motions at the site of a bridge collapse during the 1994 Northridge, California, earthquake. The estimated motions are based on correcting motions recorded during the mainshock 2.3 km from the collapse site for the relative site response of the two sites. Shear-wave slownesses and damping based on analysis of borehole measurements at the two sites were used in the site response analysis. We estimate that the motions at the collapse site were probably larger, by factors ranging from 1.2 to 1.6, than at the site at which the ground motion was recorded, for periods less than about 1 sec.

[1]  Seismic investigation of a san francisco bay mud site , 1974, Bulletin of the Seismological Society of America.

[2]  D. Boore,et al.  VARIABILITY IN GROUND MOTIONS: ROOT MEAN SQUARE ACCELERATION AND PEAK ACCELERATION FOR THE 1971 SAN FERNANDO, CALIFORNIA, EARTHQUAKE , 1983 .

[3]  Hsi-Ping Liu,et al.  Observation of local site effects at a downhole-and-surface station in the Marina District of San Francisco , 1992 .

[4]  W. B. Joyner,et al.  Equations for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquakes: A Summary of Recent Work , 1997 .

[5]  D. D. Kana,et al.  An evaluation of methodology for seismic qualification of equipment, cable trays, and ducts in ALWR plants by use of experience data , 1997 .

[6]  Paul A. Johnson,et al.  Nonlinear sediment response during the 1994 Northridge earthquake: Observations and finite source simulations , 1998 .

[7]  Kenneth W. Campbell,et al.  Empirical Near-Source Attenuation Relationships for Horizontal and Vertical Components of Peak Ground Acceleration, Peak Ground Velocity, and Pseudo-Absolute Acceleration Response Spectra , 1997 .

[8]  John F. Schneider,et al.  Empirical Spatial Coherency Functions for Application to Soil-Structure Interaction Analyses , 1991 .

[9]  W. B. Joyner,et al.  Nonlinear soil response in the vicinity of the Van Normal Complex following the 1994 Northridge, California, earthquake , 1999 .

[10]  Paul G. Richards,et al.  Quantitative Seismology: Theory and Methods , 1980 .

[11]  Separation of Site Effects and Structural Focusing in Santa Monica, California: A Study of High-Frequency Weak Motions from Earthquakes and Blasts Recorded during the Los Angeles Region Seismic Experiment , 2002 .

[12]  P. B. Schnabel SHAKE-A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites , 1970 .

[13]  N. Abrahamson,et al.  Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes , 1997 .

[14]  Mihailo D. Trifunac,et al.  Nonlinear Soil Response— 1994 Northridge, California, Earthquake , 1996 .

[15]  Richard E. Warrick,et al.  An improved air-powered impulsive shear-wave source , 1996 .

[16]  W. B. Joyner,et al.  The attenuation of seismic shear waves in quaternary alluvium in Santa Clara Valley, California , 1994, Bulletin of the Seismological Society of America.

[17]  E. Field,et al.  Earthquake site response estimation: A weak-motion case study , 1992, Bulletin of the Seismological Society of America.

[18]  On the coherence of ground motion in the San Fernando Valley , 1996 .

[19]  Hideji Kawakami,et al.  Analyzing Spatial Intraevent Variability of Peak Ground Accelerations as a Function of Separation Distance , 2003 .

[20]  Susan E. Hough,et al.  The Variability of PSV Response Spectra across a Dense Array Deployed during the Northridge Aftershock Sequence , 1997 .

[21]  David M. Boore,et al.  A compendium of P- and S-wave velocities from surface-to-borehole logging; summary and reanalysis of previously published data and analysis of unpublished data , 2003 .

[22]  David M. Boore,et al.  Borehole velocity measurements and geological conditions at thirteen sites in the Los Angeles, California region , 2000 .

[23]  Jamison H. Steidl Variation of Site Response at the UCSB Dense Array of Portable Accelerometers , 1993 .

[24]  R. Youngs,et al.  Attenuation Relationships for Shallow Crustal Earthquakes Based on California Strong Motion Data , 1997 .

[25]  E. Field,et al.  Nonlinear ground-motion amplification by sediments during the 1994 Northridge earthquake , 1997, Nature.

[26]  Jonathan P. Stewart,et al.  Incidents of ground failure from the 1994 Northridge earthquake , 1996 .