A SSHAC Level 3 Probabilistic Seismic Hazard Analysis for a New-Build Nuclear Site in South Africa
Author(s) -
Bommer Julian J.,
Coppersmith Kevin J.,
Coppersmith Ryan T.,
Hanson Kathryn L.,
Mangongolo Azangi,
Neveling Johann,
Rathje Ellen M.,
Rodriguez-Marek Adrian,
Scherbaum Frank,
Shelembe Refilwe,
Stafford Peter J.,
Strasser Fleur O.
Publication year - 2015
Publication title -
earthquake spectra
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.134
H-Index - 92
eISSN - 1944-8201
pISSN - 8755-2930
DOI - 10.1193/060913eqs145m
Subject(s) - bedrock , induced seismicity , seismology , geology , seismic hazard , seismic risk , strong ground motion , fault (geology) , probabilistic logic , hazard analysis , ground motion , active fault , geomorphology , statistics , engineering , mathematics , aerospace engineering
A probabilistic seismic hazard analysis has been conducted for a potential nuclear power plant site on the coast of South Africa, a country of low-to-moderate seismicity. The hazard study was conducted as a SSHAC Level 3 process, the first application of this approach outside North America. Extensive geological investigations identified five fault sources with a non-zero probability of being seismogenic. Five area sources were defined for distributed seismicity, the least active being the host zone for which the low recurrence rates for earthquakes were substantiated through investigations of historical seismicity. Empirical ground-motion prediction equations were adjusted to a horizon within the bedrock at the site using kappa values inferred from weak-motion analyses. These adjusted models were then scaled to create new equations capturing the range of epistemic uncertainty in this region with no strong motion recordings. Surface motions were obtained by convolving the bedrock motions with site amplification functions calculated using measured shear-wave velocity profiles.
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