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Ground Motion Prediction Equations (GMPEs)

  • Sommario
  • Publications
Immagine del progetto

This is the 1st subproject of the “Seismological research concerning Swiss nuclear installations” project.

This subproject aims to improve source-scaling and attenuation models and to develop methods for the prediction of strong ground motion in Switzerland both at the surface as well as at depth. Two main approaches are investigated: ground motion prediction equations (GMPEs) and stochastic simulation models. Both approaches require adaptions to the local seismicity and careful consideration of their calibration to Swiss conditions. The Fourier spectral and stochastic models correspond to the current state of research and have some advantages over the empirical attenuation relationships, as it is possible to adjust the model to specific local site conditions. The complete understanding in terms of physical parameterization of such models is crucial in order to decouple different effects, which allow building robust predictive models that scale appropriately to large magnitude events. In this regard, variability in source parameter such as stress drop and corner frequency is crucial. Similarly, variability in site-related attenuation parameter kappa (local intrinsic and scattering attenuation) is also need to be well understood. Developed stochastic and duration models from Japanese data allow the review of the Swiss model for large magnitudes in the different distance ranges and at various rock sites which have, as yet, not been instrumentally recorded in Switzerland. The local weak-to-moderate seismicity is used to calibrate the predictive models. The long-term goal is to develop an improved stochastic simulation model for Switzerland allowing existing uncertainties to be rigorously evaluated and reduced. In future, such models will also allow an assessment of ground motion caused by induced seismicity due to the activation of existing fractures and/or the generation of new fractures. Moreover, we developed, validated, and applied a physics-based stochastic model to characterize high-frequency ground motion at depth in the Fourier domain. The goal of it is to be able to predict future ground motions at deep geological disposals.

Project Leader al SED

Prof. Donat Fäh

Partecipanti del SED

Paolo Bergamo, Jaleena Sunny, Miroslav Hallo

Finanziamento

Swiss Federal Nuclear Safety Inspectorate - ENSI

Durata

2024-2026

Parole chiavi

Ground motion prediction equations, Fourier spectral models, stochastic ground motion models, ground motion duration models

Settore di ricerca

Earthquake Hazard & Risk, Engineering Seismology

  • Hallo, M., Bergamo, P., and Fäh, D.  (2022). Stochastic model to characterize high-frequency ground motion at depth validated by KiK-net vertical array data. Bulletin of the Seismological Society of America (under review).
  • Bard, P.-Y., Bora, S. S., Hollender, F., Laurendeau, A., and Traversa, P.  (2020). Are the standard VS-Kappa host-to-harget adjustments the only way to get consistent hard-rock ground motion prediction?. Pure and Applied Geophysics  177, 2049–2068. doi: 10.1007/s00024-019-02173-9
  • Edwards, B., and Fäh, D.  (2017). Prediction of earthquake ground motion at rock sites in Japan: evaluation of empirical and stochastic approaches for the PEGASOS Refinement Project. Geophysical Journal International  211(2), 766-783. doi: 10.1093/gji/ggx328
  • Pilz, M., and Fäh, D.  (2017). The contribution of scattering to near-surface attenuation. Journal of Seismology 21 (4), 837–855. doi: 10.1007/s10950-017-9638-4
  • Edwards, B., Cauzzi, C., Danciu, L., and Fäh, D.  (2016). Region-specific assessment, adjustment, and weighting of ground-motion prediction models: Application to the 2015 Swiss seismic-hazard maps. Bulletin of the Seismological Society of America  106 (4), 1840-1857. doi: 10.1785/0120150367
  • Edwards, B., Ktenidou, O.-J., Cotton, F., Abrahamson, N., Van Houtte, C. and Fäh, D. (2015). Epistemic uncertainty and limitations of the Kappa0 model for near-surface attenuation at hard rock sites. Geophysical Journal International  202 (3), 1627-1645. doi: 10.1093/gji/ggv222
  • Edwards, B. & Fäh, D.  (2014). Ground motion prediction equations.  Link  doi: 10.3929/ethz-a-010232326
  • Edwards, B. and Fäh D. (2013). A Stochastic Ground‐Motion Model for Switzerland. Bulletin of the Seismological Society of America 103, 78-98. doi: 10.1785/0120110331
  • Edwards, B., Michel, C., Poggi, V. and Fäh, D. (2013). Determination of Site Amplification from Regional Seismicity: Application to the Swiss National Seismic Networks. Seism. Res. Lett. 84(4), 611-621. doi: 10.1785/0220120176
  • Poggi, V., Edwards, B. and Fäh, D (2013). Reference S-wave velocity profile and attenuation models for ground-motion prediction equations: application to Japan. Bulletin of the Seismological Society of America 103(5), 2645-2656. doi: 10.1785/0120120362
  • Poggi, V., Edwards, B. and Fäh, D. (2012). Characterizing the vertical to horizontal ratio of ground-motion at soft sediment sites. Bulletin of the Seismological Society of America 102(6), 2741-2756. doi: 10.1785/0120120039
  • Poggi, V., Edwards, B. and Fäh, D. (2011). Derivation of a Reference Shear-Wave Velocity Model from Empirical Site Amplification. Bulletin of the Seismological Society of America 101(1), 258-274. doi: 10.1785/0120100060

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