Eh. Field, Accounting for site effects in probabilistic seismic hazard analyses of southern California: Overview of the SCEC phase III report, B SEIS S AM, 90(6), 2000, pp. S1-S31
This article presents an overview of the Southern California Earthquake Cen
ter (SCEC) Phase-III effort to determine the extent to which probabilistic
seismic hazard analysis (PSHA) can be improved by accounting for site effec
ts. The contributions made in this endeavor are represented in the various
articles that compose this special issue of BSSA,
Given the somewhat arbitrary nature of the site-effect distinction, it must
be carefully defined in any given context. With respect to PSHA, we define
the site effect as the response, relative to an attenuation relationship,
averaged over all damaging earthquakes in the region. A diligent effort has
been made to identify any attributes that predispose a site to greater or
lower levels of shaking, The most detailed maps of Quaternary geology are n
ot found to be helpful; either they are overly derailed in terms of disting
uishing different amplification factors or present southern California stro
ng-motion observations are inadequate to reveal their superiority. A map ba
sed on the average shear-wave velocity in the upper 30 m, however, is found
to delineate significantly different amplification factors. A correlation
of amplification with basin depth is also found to be significant, implying
up to a factor of two difference between the shallowest and deepest parts
of the Los Angeles basin. In fact, for peak acceleration the basin-depth co
rrection is more influential than the 30-m shear-wave velocity, Questions r
emain, however, as to whether basin depth is a proxy for some other site at
tribute.
In spite of these significant and important site effects, the standard devi
ation of an attenuation relationship (the prediction error) is not signific
antly reduced by making such corrections, That is, given the influence of b
asin-edge-induced waves, subsurface focusing, and scattering in general, an
y model that attempts to predict ground motion with only a few parameters w
ill have a substantial intrinsic variability. Our best hope for reducing su
ch uncertainties is via waveform modeling based on first principals of phys
ics.
Finally, questions remain with respect to the overall reliability of attenu
ation relationships at large magnitudes and short distances, Current discre
pancies between viable models produce up to a factor of 3 difference among
predicted 10% in 50-yr exceedance levels, part of which results from the un
certain influence of sediment nonlinearity.