Probabilistic Seismic Hazard Analysis for the Sliding Displacement of Slopes: Scalar and Vector Approaches
By E. Rathje, G. Saygili. 2008
149 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/63d09cbd58564f1afab793766c473eaa03c48381
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In Civil and Structural Engineering
In Management, Monitoring, Policy and Law
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Citations in the corpus
- Spatial Cross‐Correlation Models for Vector Intensity Measures (PGA, I a , PGV, and SAs) Considering Regional Site Conditions (2013, background): “A combination of these IMs can be effectively used to predict the earthquake-induced sliding displacements of earth structures (e.g., Rathje and Saygili, 2008) or cyclic structural response (Iervolino et al., 2010).”
- Quantification of model uncertainty and variability in Newmark displacement analysis (2018, background): “On the other hand, fully probabilistic Newmark displacement analysis [7,34] provides the annual rate of exceedance of the Newmark displacement directly.”