D. Carver et Sh. Hartzell, EARTHQUAKE SITE RESPONSE IN SANTA-CRUZ, CALIFORNIA, Bulletin of the Seismological Society of America, 86(1), 1996, pp. 55-65
Aftershocks of the 1989 Loma Prieta, California, earthquake are used t
o estimate site response in a 12-km(2) area centered on downtown Santa
Cruz. A total of 258 S-wave records from 36 aftershocks recorded at 3
3 sites are used in a linear inversion for site-response spectra. The
inversion scheme takes advantage of the redundancy of the large data s
et for which several aftershocks are recorded at each site. The scheme
decomposes the observed spectra into source, path, and site terms. Th
e path term is specified before the inversion. The undetermined degree
of freedom in the decomposition into source and site spectra is remov
ed by specifying the site-response factor to be approximately 1.0 at t
wo sites on crystalline bedrock. The S-wave site responses correlate w
ell with the surficial geology and observed damage pattern of the main
shock. The site-response spectra of the floodplain sites, which includ
e the heavily damaged downtown area, exhibit significant peaks. The la
rgest peaks are between 1 and 4 Hz. Five floodplain sites have amplifi
cation factors of 10 or greater. Most of the floodplain site-response
spectra also have a smaller secondary peak between 6 and 8 Hz. Residen
tial areas built on marine terraces above the flood-plain experienced
much less severe damage. Site-response spectra for these areas also ha
ve their largest peaks between 1 and 4 Hz, but the amplification is ge
nerally below 6, Several of these sites also have a secondary peak bet
ween 6 and 8 Hz. The response peaks seen at nearly all sites between 1
and 4 Hz are probably caused by the natural resonance of the sediment
ary rock column. The higher amplifications at floodplain sites may be
caused by surface waves generated at the basin margins. The secondary
peak between 6 and 8 Hz at many sites may be a harmonic of the 1- to 4
-Hz peaks. We used waveforms from a seven-station approximately linear
array located on the floodplain to calculate the apparent velocity an
d azimuth of propagation of coherent arrivals within moving windows of
the S-wave codas. The initial windows give results that are consisten
t with direct S-wave arrivals. The apparent velocities are high (great
er than 4.0 km/sec), and azimuths are from the source. Waves arriving
later than 2 sec after the direct S waves have apparent velocities of
less than 1 km/sec, indicating that they are surface waves, and arrive
from divergent azimuths. This analysis indicates that after the direc
t S-wave arrival, long-duration shaking comes from surface waves that
are generated at the basin margin and reverberate in the floodplain se
diments.