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SoilDynamics andEarthquake Engineering 13 (1994) 97-116
© 1994Elsevier ScienceLimited
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Comparison of response spectrum amplitudes from
earthquakes with a lognormally and exponentially
distributed return period
M. I. Todorovska
Department of Civil Engineering, University of Southern California, Los Angeles, California 90089-2531, USA
Communicated by M. D. Trifunac
(Received 3 September 1993; revised version received 9 December 1993; accepted 14 December 1993)
This paper addresses the significance, for engineering decisions, of replacing the
Poissonian by one-step memory models in describing the occurrence of large
periodic earthquakes on fault segments along the plate boundaries. A one-step
memory model with a lognormally distributed return period was chosen for the
analysis. The constraint imposed on both probabilistic models is that, for a given
magnitude interval, the median of the lognormally distributed return period is
equal to the expected value of the exponentially distributed return period of the
Poissonian model. The hypothetical geologic setting chosen for the analysis is in
southern California. It consists of a set of faults, one of which exhibits strongly
periodic behavior for larger events (a hypothetical segment of the San Andreas
fault about 350 km long, for example) whose occurrence is modeled by either of
the two probabilistic models, and of other faults for which the earthquakes form a
Poissonian sequence of events. PSV spectral amplitudes, PSVLN and PSVEx for
the model with a lognormally and exponentially distributed return period, were
evaluated for five probabilities of exceedance (p = 0.01, 0.1, 0.5, 0-9 and 0.99) at a
site on the fault and another site away from the fault. The significance of the
difference between the PSV amplitudes calculated by the two models, is measured
by the ratio of the two amplitudes (by factor f = PSVLN/PSVEx), and by their
difference in terms of the overall uncertainty (by the factor J~ = PSVLN-
PSVEx/a*, where a*, is a measure of the standard deviation of the distribution of
PSVLN).
For a realistic geologic setting and plausible simple scenarios of earthquake
occurrences, it is determined how the factors f and fl depend on the confidence
level of the PSV estimate, the exposure time, Y, the time elapsed since the most
recent significant event, te, and on the uncertainty in the one-step memory model
(measured by the parameter (, equal to the standard deviation of the distribution
of the logarithm of the return period for the one-step memory model). The results
show that the difference between the predicted PSV amplitudes by the two
occurrence models is most significant for high confidence levels (1%
or 10% probability of exceedance), during the exposure time following
immediately after a larger earthquake on that fault (elapsed time since the most
recent event on the segment of the San Andreas fault equal to zero), for the
exposure time about 20-25% of the average return period of the events on the
hypothetical segment of the San Andreas fault, and for a site on the hypothetical
segment of the San Andreas fault. A factor of less than two and a difference
within one standard deviation were considered to be of no significance for
engineering practice. The results showed that, for a realistic value of the
uncertainty of the one-step memory model (( > 0.2), and for a probability of
exceedance of 0" 1 or higher, even for a site on the fault, the difference between the
predicted PSV amplitudes is not significant for engineering purposes. For a
probability of exceedance of 0.01, for a site on the fault, the factorf is not much
less than one half for the most conservative estimates of the Poissonian model,
and barely or not more than two for the most nonconservative estimate. At the
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