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1 GeoPentech
Santa Ana,
California
Yoojoong-choi{at}geopentech.com
(Y.C.)
2 Civil and Environmental Engineering
Department
University of California
5731 Boelter Hall
Los Angeles,
California
90095
jstewart{at}seas.ucla.edu
(J.P.S.)
3 URS Corporation
Pasadena,
California
Robert-Graves{at}URScorp.com
(R.W.G.)
Empirical relationships are developed to predict amplification factors for 5%
damped response spectral acceleration that incorporate basin response effects.
The parameters considered are depth to the 1.5 km/sec shear-wave isosurface
(z1.5) as well as the location of the source beneath or
outside the perimeter of the basin in which the site is located. Sites located
in a basin overlying the source are denoted as having coincident source and site
basin locations (CBL) and are differentiated from distinct source and
site basin locations (DBL). Amplification factors for CBL
and DBL sites are evaluated from simulated data (developed by others)
and strong-motion data. Amplification factors derived from strong-motion
recordings are taken as residuals of rock attenuation relations coupled with
amplification factors for shallow-site conditions. Models relating amplification
to z1.5 were developed separately for the CBL and
DBL data groups. The results indicate that the use of basin models is
generally worthwhile for periods T
0.75 sec. At those long
periods, residuals are significantly sensitive to z1.5 for
CBL but not for DBL. The standard deviation is also
reduced for long periods to an extent that the standard deviations for long and
short periods are similar.
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