Attenuation and excitation of three-component ground motion in southern California

Abstract Ground motion attenuation with distance and the variation of excitation with magnitude are parameterized using three-component, 0.25 to 5.0-Hz earthquake ground motions recorded in the distance range of 15-500 km for southern California to define a consistent model that describes both peak ground motion and Fourier spectra observations. The data set consists of 820 three-component TERRAscope recordings from 140 earthquakes, recorded at 17 stations, with moment magnitudes between 3.1 and 6.7. Regression analysis uses a simple model to relate the logarithm of measured ground motion to excitation, site, and propagation effects. The peak motions are Fourier velocity spectra and peak velocities in selected narrow bandpass-filtered frequency ranges. Regression results for Fourier amplitude spectra and peak velocities are used to define a piecewise continuous geometrical spreading function, frequency dependent Q ( f ), and a distance dependent duration that can be used with random vibration theory (RVT) or stochastic simulations to predict other characteristics of the ground motion. The duration results indicate that both the variation of the duration data with distance and its scattering decrease with increasing frequency. The ratio of horizontal to vertical component site terms is about √2 for all frequencies. However, this ratio is near unity for rock sites and is larger for soil sites. Simple modeling indicates that the Fourier velocity spectra are best fit by bilinear geometrical spreading of r −1 for r r −1/2 for r > 40 km. The frequency-dependent quality factor is Q ( f ) = 180 f 0.45 for each of the three components and also for the combined three-component data sets. The T 5%-75% duration window provides good agreement between observed and RVT predicted peak values.

[1]  Robin K. McGuire,et al.  AN INVESTIGATION INTO EARTHQUAKE GROUND MOTION CHARACTERISTICS IN EASTERN NORTH AMERICA , 1987 .

[2]  D. Boore Stochastic simulation of high-frequency ground motions based on seismological models of the radiated spectra , 1983 .

[3]  David M. Boore,et al.  Estimation of ground motion at deep-soil sites in eastern North America , 1991, Bulletin of the Seismological Society of America.

[4]  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 .

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

[6]  S. Kramer Geotechnical Earthquake Engineering , 1996 .

[7]  Kenneth W. Campbell,et al.  Strong Motion Attenuation Relations: A Ten-Year Perspective , 1985 .

[8]  David M. Boore,et al.  Site amplifications for generic rock sites , 1997, Bulletin of the Seismological Society of America.

[9]  Gail M. Atkinson,et al.  Evaluation of models for earthquake source spectra in eastern North America , 1998, Bulletin of the Seismological Society of America.

[10]  H. Thio,et al.  Moment-tensor inversions for local earthquakes using surface waves recorded at TERRAscope , 1995 .

[11]  W. Silva,et al.  An empirical study of earthquake source spectra for California earthquakes , 1997, Bulletin of the Seismological Society of America.

[12]  David M. Boore,et al.  Peak horizontal acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California, earthquake , 1981 .

[13]  Kenneth W. Campbell,et al.  Near-source attenuation of peak horizontal acceleration , 1981 .

[14]  Yutian Lei,et al.  Nonparametric description of peak acceleration as a function of magnitude, distance, and site in Guerrero, Mexico , 1994 .

[15]  David M. Boore,et al.  Regional Lg attenuation for the continental United States , 1997, Bulletin of the Seismological Society of America.

[16]  Keiiti Aki,et al.  Attenuation of shear-waves in the lithosphere for frequencies from 0.05 to 25 Hz , 1980 .

[17]  S. Harmsen Estimating the diminution of shear-wave amplitude with distance: Application to the Los Angeles, California, urban area , 1997, Bulletin of the Seismological Society of America.

[18]  David M. Boore,et al.  A note on the use of random vibration theory to predict peak amplitudes of transient signals , 1984 .

[19]  Jim Mori,et al.  Attenuation of high‐frequency shear waves in the crust: Measurements from New York State, South Africa, and southern California , 1990 .

[20]  David M. Boore,et al.  Short-period P- and S-wave radiation from large earthquakes: Implications for spectral scaling relations , 1986 .

[21]  M. Longuet-Higgins,et al.  The statistical distribution of the maxima of a random function , 1956, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[22]  G. Atkinson,et al.  Ground-motion relations for eastern North America , 1995, Bulletin of the Seismological Society of America.