Disaggregation of seismic hazard

Citation
P. Bazzurro et Ca. Cornell, Disaggregation of seismic hazard, B SEIS S AM, 89(2), 1999, pp. 501-520
Citations number
29
Categorie Soggetti
Earth Sciences
Journal title
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA
ISSN journal
00371106 → ACNP
Volume
89
Issue
2
Year of publication
1999
Pages
501 - 520
Database
ISI
SICI code
0037-1106(199904)89:2<501:DOSH>2.0.ZU;2-9
Abstract
Probabilistic seismic hazard analysis (PSHA) integrates over all potential earthquake occurrences and ground motions to estimate the mean frequency of exceedance of any given spectral acceleration at the site. For improved co mmunication and insights, it is becoming common practice to display the rel ative contributions to that hazard from the range of values of magnitude, M , distance, R, and epsilon, epsilon, the number of standard deviations from the median ground motion as predicted by an attenuation equation. The proposed disaggregation procedures, while conceptually similar, differ in several important points that are often not reported by the researchers and not appreciated by the users. We discuss here such issues, for example, definition of the probability distribution to be disaggregated, different disaggregation techniques, disaggregation of R versus In R, and the effects of different binning strategies on the results. Misconception of these det ails may lead to unintended interpretations of the relative contributions t o hazard. Finally, we propose to improve the disaggregation process by displaying haz ard contributions in terms of not R, but latitude, longitude, as well as M and epsilon. This permits a display directly on a typical map of the faults of the surrounding area and hence enables one to identify hazard-dominatin g scenario events and to associate them with one or more specific faults, r ather than a given distance. This information makes it possible to account for other seismic source characteristics, such as rupture mechanism and nea r-source effects, during selection of scenario-based ground-motion time his tories for structural analysis.