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- W2886210008 abstract "Engineers often use simplified seismic slope displacement procedures to evaluate the seismic performance of earth structures and natural slopes. Current state of practice procedures typically separate the estimation of the ground motion intensity measure ( IM) from the estimate of seismic displacement ( D), given the selected IM hazard level. Thus D is estimated based on a single IM value. A straightforward performance-based seismic slope assessment procedure is proposed, which considers the full range of potential IM values to estimate seismic slope displacements directly related to a hazard level. Seismic performance is assessed through either a Newmark-type seismic displacement estimate or a calibrated seismic coefficient that can be used in pseudostatic slope stability analyses. The procedures were developed for a wide range of earth systems for shallow crustal earthquakes and subduction zone earthquakes. Currently employed simplified slope displacement procedures do not provide consistent assessments of the actual seismic slope displacement hazard. The proposed procedures can be readily used in practice to perform rigorous performance-based seismic slope displacement hazard assessments." @default.
- W2886210008 created "2018-08-22" @default.
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- W2886210008 date "2018-05-01" @default.
- W2886210008 modified "2023-10-18" @default.
- W2886210008 title "Performance-Based Probabilistic Seismic Slope Displacement Procedure" @default.
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- W2886210008 doi "https://doi.org/10.1193/122516eqs251m" @default.
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