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Seismic Hazard Deaggregation

Also known as: Seismic Hazard Disaggregation, PSHA Disaggregation, Hazard Deaggregation, Controlling Earthquake Deaggregation

OriginatorPaolo Bazzurro & C. Allin CornellYear1999Sources2Related methods5

Seismic hazard deaggregation (also spelled disaggregation) is the post-processing step that opens up a probabilistic seismic hazard result to reveal which earthquakes actually drive it. A probabilistic seismic hazard analysis (PSHA) integrates over all magnitudes, distances, and ground-motion variability to return a single mean rate at which a ground-motion level is exceeded, but in doing so it loses sight of the individual scenarios. Bazzurro and Cornell's 1999 paper formalized how to invert this aggregation, expressing the contribution to the exceedance rate as a probability distribution over magnitude, distance, and epsilon — the number of standard deviations a target motion sits above the median prediction. The result identifies the controlling earthquake: the magnitude-distance-epsilon combination most responsible for the hazard at a chosen return period. This deaggregation is what lets engineers select realistic scenario earthquakes and ground-motion records for design and analysis. It bridges the probabilistic and deterministic worlds by naming the events hidden inside the integral.

Key highlights

  • Identifies the controlling magnitude, distance, and epsilon behind a probabilistic hazard level, enabling physically meaningful record selection.
  • Provides an exact decomposition of the Cornell hazard integral, so binned contributions reconstruct the total exceedance rate.
  • Reveals multimodal hazard, warning when near-field and far-field sources both contribute and no single scenario suffices.
  • Bridges probabilistic and deterministic workflows by supplying scenario inputs that remain consistent with the full PSHA.

Intuition

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How it works

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When to use it

Use seismic hazard deaggregation whenever you have a PSHA result and need to know which earthquakes produce it — most commonly to select or simulate ground-motion records, to define scenario earthquakes for nonlinear structural or geotechnical analysis, or to communicate the dominant threat behind a code-level design motion. It is the standard bridge between probabilistic hazard and deterministic-style inputs, and it is essential for liquefaction triggering and site-response studies that require a representative magnitude and distance consistent with the hazard. Deaggregation is appropriate at any return period of interest, and analysts typically repeat it at several spectral periods and return periods because the controlling scenario changes across them. It is not a substitute for the underlying PSHA — it requires a completed hazard model — and its conclusions are only as sound as that model's sources, recurrence rates, and ground-motion equations.

Strengths & limitations

Strengths
  • Identifies the controlling magnitude, distance, and epsilon behind a probabilistic hazard level, enabling physically meaningful record selection.
  • Provides an exact decomposition of the Cornell hazard integral, so binned contributions reconstruct the total exceedance rate.
  • Reveals multimodal hazard, warning when near-field and far-field sources both contribute and no single scenario suffices.
  • Bridges probabilistic and deterministic workflows by supplying scenario inputs that remain consistent with the full PSHA.
Limitations
  • Inherits every assumption and uncertainty of the parent PSHA, so a flawed source or GMPE model produces a misleading deaggregation.
  • The mean controlling earthquake can be physically meaningless when the hazard is bimodal, requiring modal or multi-scenario reporting.
  • Results depend on bin widths and on whether the distance metric and epsilon definition match the GMPEs used in the hazard model.
  • The controlling scenario changes with spectral period and return period, so a single deaggregation cannot characterize the full design spectrum.

Common pitfalls

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Applications

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Frequently asked

Why is the epsilon dimension important in deaggregation?

Epsilon measures how many standard deviations a target ground motion lies above the median predicted by the ground-motion equation. Bazzurro and Cornell showed that at long return periods the hazard is dominated by rare, above-median shaking, so the deaggregation typically reveals a large positive epsilon. This matters for record selection: it tells you the design motion comes not from average shaking of the controlling earthquake but from an unusually strong realization of it. Ignoring epsilon and matching only magnitude and distance can select records that systematically underrepresent the spectral shape associated with high-epsilon motions, which is why the conditional mean spectrum was developed.

What is the controlling earthquake and how should it be reported?

The controlling earthquake is the magnitude-distance-epsilon scenario most responsible for exceeding a chosen ground-motion level. It can be summarized as the mean of the deaggregation distribution or as its modal (most probable) bin. Bazzurro and Cornell warn that the mean is unreliable when the hazard is multimodal — for instance when a nearby moderate source and a distant large source both contribute — because averaging them yields an intermediate scenario that physically does not exist. Best practice is to inspect the full distribution and report the modal scenario, or several representative scenarios, rather than a single mean.

Does deaggregation replace the underlying PSHA?

No. Deaggregation is a post-processing step that requires a completed PSHA; it decomposes the hazard the PSHA already computed and adds no new information about sources or rates. It inherits all of the parent model's assumptions, so an inadequate source model, recurrence rate, or ground-motion equation will produce a misleading controlling scenario. Deaggregation should be run at the specific return periods and spectral periods of engineering interest, because the controlling earthquake shifts across both, and it is typically presented alongside the hazard curves and uniform-hazard spectrum it is derived from.

Sources

  1. 1.
    Bazzurro, P., & Cornell, C. A. (1999). Disaggregation of Seismic Hazard. Bulletin of the Seismological Society of America, 89(2), 501-520.
  2. 2.
    Cornell, C. A. (1968). Engineering Seismic Risk Analysis. Bulletin of the Seismological Society of America, 58(5), 1583-1606.

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Cite this page

ScholarGate. (2026, June 23). Seismic Hazard Deaggregation. ScholarGate. https://scholargate.app/disaster-studies/seismic-hazard-deaggregation