The electronic supplement provides the summary of probabilistic seismic hazard analysis results for the U.K.
Figures S1 to S10 show seismic hazard contour maps based on three smoothing methods for PGA and SA at 0.2, 0.5, 1.0, and 2.0 s at return periods of 2500 and 10000 years.
Figure S11 compares uniform hazard spectra based on three smoothing methods (with return period of 10000 years and GMPE-1) for Cardiff, Holyhead, Maidstone, and Oban.
Figure S12 compares uniform hazard spectra based on four GMPE sets (with return period of 10000 years and Kernel Smoothing method) for Cardiff, Holyhead, Maidstone, and Oban.
Figure S13 compares uniform hazard spectra based on five return period levels (with Kernel Smoothing method and GMPE-1) for Cardiff, Holyhead, Maidstone, and Oban.
Figure S14 compares normalised uniform hazard spectra based on three smoothing methods and the Eurocode 8 design spectrum shape (type 2) (with return period of 2500 years and GMPE-1) for Cardiff, Holyhead, Maidstone, and Oban.
Figures S15 to S22 show seismic hazard deaggregation results based on three smoothing methods for PGA and SA at 0.2 and 1.0 s at return periods of 2500 and 10000 years for Cardiff, Holyhead, Maidstone, and Oban (with GMPE-1).
Figure S1. Seismic hazard contour maps for PGA using three smoothing methods (return period of 2500 years & GMPE-1)
Figure S2. Seismic hazard contour maps for PGA using three smoothing methods (return period of 10000 years & GMPE-1)
Figure S3. Seismic hazard contour maps for SA at 0.2 s using three smoothing methods (return period of 2500 years & GMPE-1)
Figure S4. Seismic hazard contour maps for SA at 0.2 s using three smoothing methods (return period of 10000 years & GMPE-1)
Figure S5. Seismic hazard contour maps for SA at 0.5 s using three smoothing methods (return period of 2500 years & GMPE-1)
Figure S6. Seismic hazard contour maps for SA at 0.5 s using three smoothing methods (return period of 10000 years & GMPE-1)
Figure S7. Seismic hazard contour maps for SA at 1.0 s using three smoothing methods (return period of 2500 years & GMPE-1)
Figure S8. Seismic hazard contour maps for SA at 1.0 s using three smoothing methods (return period of 10000 years & GMPE-1)
Figure S9. Seismic hazard contour maps for SA at 2.0 s using three smoothing methods (return period of 2500 years & GMPE-1)
Figure S10. Seismic hazard contour maps for SA at 2.0 s using three smoothing methods (return period of 10000 years & GMPE-1)
Figure S11. Uniform hazard spectra for Cardiff, Holyhead, Maidstone, and Oban by considering three seismicity smoothing methods (return period of 10000 years & GMPE-1)
Figure S12. Uniform hazard spectra for Cardiff, Holyhead, Maidstone, and Oban by considering different GMPE sets (return period of 10000 years & KS method)
Figure S13. Uniform hazard spectra for Cardiff, Holyhead, Maidstone, and Oban by considering different return period levels (KS method & GMPE-1)
Figure S14. Normalized uniform hazard spectra and the Eurocode 8 design spectrum shape (type 2) forCardiff, Holyhead, Maidstone, and Oban (return period of 2500 years and GMPE-1)
Figure S15. Deaggregation results for Cardiff by considering three seismicity smoothing methods (return period of 2500 years and GMPE-1)
Figure S16. Deaggregation results for Cardiff by considering three seismicity smoothing methods (return period of 10000 years and GMPE-1)
Figure S17. Deaggregation results for Holyhead by considering three seismicity smoothing methods (return period of 2500 years and GMPE-1)
Figure S18. Deaggregation results for Holyhead by considering three seismicity smoothing methods (return period of 10000 years and GMPE-1)
Figure S19. Deaggregation results for Maidstone by considering three seismicity smoothing methods (return period of 2500 years and GMPE-1)
Figure S20. Deaggregation results for Maidstone by considering three seismicity smoothing methods (return period of 10000 years and GMPE-1)
Figure S21. Deaggregation results for Oban by considering three seismicity smoothing methods (return period of 2500 years and GMPE-1)
Figure S22. Deaggregation results for Oban by considering three seismicity smoothing methods (return period of 10000 years and GMPE-1)
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