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| DOE-STD-1023-95
Number of
Zonation
Recurrence
occurrences
Upper
bound
10
cutoff
Fault
1
Area A
300-
Site
500 km
0.1
0.01
4
5
6
7
8
Area B
300-500 km
(186-311 mi)
Frequency of
Ground
Seismic hazard
exceeding ground
motion
curve calculation
motion level (per yr)
level
10-1
g
10-2
10-3
curve for
10-4
r
0.1
0.5
1.0
Distance
Ground Motion Level
Shaded area = P(PGA > glm,r)
Figure 3.1 Four Steps in Probabilistic Seismic Hazard Analysis
(3)
Characterization of Uncertainty in Parameters of the Hazard Model - The PSHA shall
accommodate random variability in location, size, and ground motions associated with future
earthquakes as well as uncertainties related to the lack of knowledge of the models and
parameters that characterize the hazard.
(4)
Quantifying Uncertainty - Two approaches are acceptable for characterizing and quantifying
uncertainties in PSHA: elicitation of multiple experts and peer review (the approaches can be
used separately or together). Proper documentation of the technical basis for all assessments is
an essential element.
3.1.2.3 Level of Review
a.
The SSHAC (1997) report provides guidance on completion of independent reviews. The credibility
and defensibility of a modern PSHA depends on the quality of the input as well as the completeness
of the documentation. All the information, input, and analysis should be fully documented and
independently reviewed. The independent review should focus on the arguments and logic used to
develop the hazard results. The review team should include personnel with expertise in the seismic
5
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