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Comment on “Effect of surface wave inversion non-uniqueness on 1D seismic ground response analysis” by Roy et al

Author

Listed:
  • Alberto Pettiti
  • Sebastiano Foti
  • Cesare Comina

Abstract

We discuss a paper dealing with the effect of surface wave solution non-uniqueness on 1D seismic site response analysis. We address some issues on the numerical simulations of seismic site response, specifically the correct definition of input motion. If a consistent framework is adopted, the solution non-uniqueness has negligible effect in amplification and acceleration response spectra for the presented dataset, confirming previous studies on the same topic. Copyright Springer Science+Business Media Dordrecht 2015

Suggested Citation

  • Alberto Pettiti & Sebastiano Foti & Cesare Comina, 2015. "Comment on “Effect of surface wave inversion non-uniqueness on 1D seismic ground response analysis” by Roy et al," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 75(1), pages 975-981, January.
    • Handle: RePEc:spr:nathaz:v:75:y:2015:i:1:p:975-981
    DOI: 10.1007/s11069-014-1311-4
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    References listed on IDEAS

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    1. Narayan Roy & Ravi SankarJakka & H. Wason, 2013. "Effect of surface wave inversion non-uniqueness on 1D seismic ground response analysis," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 68(2), pages 1141-1153, September.
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