The Ground-Motion Characterization Model for the 2022 New Zealand National Seismic Hazard Model

Author:

Bradley Brendon A.1ORCID,Bora Sanjay S.2ORCID,Lee Robin L.1ORCID,Manea Elena F.23ORCID,Gerstenberger Matthew C.2ORCID,Stafford Peter J.4ORCID,Atkinson Gail M.5ORCID,Weatherill Graeme6ORCID,Hutchinson Jesse7ORCID,de la Torre Christopher A.1ORCID,Hulsey Anne M.8ORCID,Kaiser Anna E.2ORCID

Affiliation:

1. 1University of Canterbury, Christchurch, New Zealand

2. 2GNS Science Te Pu Ao, Lower Hutt, New Zealand

3. 3National Institute for Earth Physics, Ilfov, Romania

4. 4Department of Civil and Environmental Engineering, Imperial College London, London, United Kingdom

5. 5Department of Earth Sciences, Western University, London, Ontario, Canada

6. 6GFZ German Research Centre for Geosciences, Potsdam, Germany

7. 7Ocean Networks Canada, Victoria, Canada

8. 8University of Auckland, Auckland, New Zealand

Abstract

ABSTRACT This article summarizes the ground-motion characterization (GMC) model component of the 2022 New Zealand National Seismic Hazard Model (2022 NZ NSHM). The model development process included establishing a NZ-specific context through the creation of a new ground-motion database, and consideration of alternative ground-motion models (GMMs) that have been historically used in NZ or have been recently developed for global application with or without NZ-specific regionalizations. Explicit attention was given to models employing state-of-the-art approaches in terms of their ability to provide robust predictions when extrapolated beyond the predictor variable scenarios that are well constrained by empirical data alone. We adopted a “hybrid” logic tree that combined both a “weights-on-models” approach along with backbone models (i.e., metamodels), the former being the conventional approach to GMC logic tree modeling for NSHM applications using published models, and the latter being increasingly used in research literature and site-specific studies. In this vein, two NZ-specific GMMs were developed employing the backbone model construct. All of the adopted subduction GMMs in the logic tree were further modified from their published versions to include the effects of increased attenuation in the back-arc region; and, all but one model was modified to account for the reduction in ground-motion standard deviations as a result of nonlinear surficial site response. As well as being based on theoretical arguments, these adjustments were implemented as a result of hazard sensitivity analyses using models without these effects, which we consider gave unrealistically high hazard estimates.

Publisher

Seismological Society of America (SSA)

Subject

Geochemistry and Petrology,Geophysics

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