A one-step Newmark displacement model for probabilistic seismic slope displacement hazard analysis

Estimating the earthquake-induced sliding displacement is important in assessing the stability of slopes during earthquakes. Current Newmark displacement models generally use ground motion intensity measures (IMs) as predictors, and the uncertainties of predicting IM values need to be accounted for...

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Bibliographic Details
Published in:Engineering geology 2016-04, Vol.205, p.12-23
Main Authors: Du, Wenqi, Wang, Gang
Format: Article
Language:English
Subjects:
Categories
Displacement
Earthquake-induced slope displacement
earthquakes
engineering
Estimating
geophysics
hazard characterization
Hazards
landslides
Mathematical models
Newmark model
One-step approach
prediction
Probabilistic methods
Probabilistic seismic slope displacement hazard analysis
probability analysis
Probability theory
Slopes
Spatial correlation
uncertainty
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