Geoscience Australia has produced a draft National Seismic Hazard Assessment (NSHA18),
together with contributions from the wider Australian seismology community. This paper provides
an overview of the provisional peak ground acceleration (PGA) hazard values and discusses
rationale for changes in the proposed design values at the 1/500-year annual exceedance probability (AEP) level relative to Standards Australia’s AS1170.4–2007 design maps. The NSHA18 update yields many important advances on its predecessors, including: consistent expression of earthquake magnitudes in moment magnitude; inclusion of epistemic uncertainty through the use of third-party source models; inclusion of a national fault-source model; inclusion of epistemic uncertainty on fault-slip-model magnitude-frequency distributions and earthquake clustering; and the use of modern ground-motion models through a weighted logic tree framework.
In general, the 1/500-year AEP seismic hazard values across Australia have decreased relative to
the earthquake hazard factors the AS1170.4–2007, in most localities significantly. The key reasons for the decrease in seismic hazard factors are due to: the reduction in the rates of moderate-to-large earthquakes through revision of earthquake magnitudes; the increase in b-values through the conversion of local magnitudes to moment magnitudes, particularly in eastern Australia, and; the use of modern ground-motion attenuation models.
Whilst the seismic hazard is generally lower than in the present standard, we observe that the
relative proportion of the Australian landmass exceeding given PGA thresholds is consistent with
other national hazard models for stable continental regions.
