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1 Istituto Nazionale di Geofisica e
Vulcanologia
00143 Rome, Italy
(L.M., A.A.)
2 Weston Geophysical Corporation
Lexington, Massachusetts 02420
(K.M.)
3 University of California Berkeley,
California 947204767
(R.U.)
4 Saint Louis University St. Louis,
Missouri 63108
(R.B.H.)
By using small-to-moderate earthquakes located within
200 km of San
Francisco, we characterize the scaling of the ground motions for frequencies
ranging between 0.25 and 20 Hz, obtaining results for geometric spreading,
Q(f), and site parameters using the methods of
Mayeda et al. (2005)
and
Malagnini et al. (2004).
The results of the analysis show that, throughout the Bay Area, the average
regional attenuation of the ground motion can be modeled with a bilinear
geometric spreading function with a 30-km crossover distance, coupled to an
anelastic function exp(
fr/[capital greek beta]Q(f),
where: Q(f) = 180 f0.42. A
body-wave geometric spreading, g(r) =
r1.0, is used at short hypocentral distances
(r < 30 km), whereas g(r) =
r0.6 fits the attenuation of the spectral amplitudes
at hypocentral distances beyond the crossover.
The frequency-dependent site effects at twelve of the Berkeley Digital
Seismic Network stations were evaluated in an absolute sense using coda-derived
source spectra. Our results show the following. (1) The absolute site response
for frequencies ranging between 0.3 Hz and 2.0 Hz correlate with independent
estimates of the local magnitude residuals (
ML) for
each of the stations. (2) Moment magnitudes (Mw) derived
from our path and site-corrected spectra are in excellent agreement with those
independently derived using full-waveform modeling as well as coda-derived
source spectra. (3) We use our weak-motion-based relationships to predict
motions regionwide for the Loma Prieta earthquake, well above the maximum
magnitude spanned by our data set, on a completely different set of stations.
Results compare well with measurements taken at specific National Earthquake
Hazards Reduction Program site classes. (4) An empirical, magnitude-dependent
scaling was necessary for the Brune stress parameter to match the
large-magnitude spectral accelerations and peak ground velocities with our
weak-motion-based model.
Online material: Tables of peak ground acceleration, peak ground velocity, and pseudo-spectral acceleration at 0.3 sec, 1.0 sec, and 3.0 sec.
This article has been cited by other articles:
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S. R. Ford, D. S. Dreger, K. Mayeda, W. R. Walter, L. Malagnini, and W. S. Phillips Regional Attenuation in Northern California: A Comparison of Five 1D Q Methods Bulletin of the Seismological Society of America, August 1, 2008; 98(4): 2033 - 2046. [Abstract] [Full Text] [PDF] |
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