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- W2093969947 abstract "The increasing need for probability seismic hazard assessment (PSHA) of critical facilities sometimes leads to unrealistic earthquake scenarios with very high induced ground motions. From a physical standpoint these high motions cannot exist because of the limiting resistance capacity of the soil strata through which the seismic waves travel. A simple analytical model is proposed to bound the maximum ground surface acceleration that any soil deposit can transfer. This model is an extension to non zero ground surface velocity of a previously presented model. To cite this article: A. Pecker, C. R. Mecanique 332 (2004). La demande croissante d'études probabilistes de l'aléa sismique pour les installations essentielles pour la sûreté conduit parfois à des scénarios sismiques irréalistes donnant naissance à des mouvements très élevés. D'un point de vue physique ces mouvements ne peuvent exister en raison de la capacité de résistance limitée des couches de sol que traversent les ondes sismiques. Un modèle analytique simple est proposé pour estimer l'accélération maximale en surface que tout profil de sol est susceptible de transmettre. Ce modèle représente une extension au cas d'une célérité d'ondes non nulle en surface d'un modèle présenté précédemment. Pour citer cet article : A. Pecker, C. R. Mecanique 332 (2004)." @default.
- W2093969947 created "2016-06-24" @default.
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- W2093969947 date "2004-09-01" @default.
- W2093969947 modified "2023-10-16" @default.
- W2093969947 title "An estimate of maximum ground surface motion for non zero surface velocity" @default.
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- W2093969947 doi "https://doi.org/10.1016/j.crme.2004.04.005" @default.
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