Handbook of Seismic Risk Analysis and Management of Civil Infrastructure Systems 2013
DOI: 10.1533/9780857098986.1.57
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Spatial correlation of ground motions in estimating seismic hazards to civil infrastructure

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Cited by 15 publications
(8 citation statements)
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References 42 publications
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“…random residuals for different points are assumed to be completely independent. In fact, the ground-motion correlation is not necessary for the point-wise probabilistic SHA consideration (e.g., McGuire, 2004;Sokolov and Wenzel, 2013). In this study, the hazard rate, i.e., the annual frequency of exceedance γ of some specified level y of the ground-motion parameter (PGA) at an individual point, is computed from the statistics of the earthquakes contained in the composite catalogs by counting the number N (Y N y) of PGA values Y exceeding the particular value y for the time interval considered.…”
Section: Ground Motion Assessmentmentioning
confidence: 99%
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“…random residuals for different points are assumed to be completely independent. In fact, the ground-motion correlation is not necessary for the point-wise probabilistic SHA consideration (e.g., McGuire, 2004;Sokolov and Wenzel, 2013). In this study, the hazard rate, i.e., the annual frequency of exceedance γ of some specified level y of the ground-motion parameter (PGA) at an individual point, is computed from the statistics of the earthquakes contained in the composite catalogs by counting the number N (Y N y) of PGA values Y exceeding the particular value y for the time interval considered.…”
Section: Ground Motion Assessmentmentioning
confidence: 99%
“…the annual rate of a ground motion level exceedance in at least one site of several sites of interest located within a certain area, are required to compare PSHA results and earthquake records. A multiple-site hazard assessment assumes the consideration of dependencies (correlations) between ground-motion parameters at several sites during a particular earthquake (Sokolov and Wenzel, 2013). The ground-motion characteristics at separate sites are neither perfectly dependent (perfectly correlated) nor perfectly independent Fig.…”
Section: Relation Between Recorded Ground Motion and Psha-based Estimmentioning
confidence: 99%
“…The software was developed by V. Sokolov and it has been applied in research related to seismic hazard and loss estimations including analysis of methodological problems in multiple-site hazard and loss assessment [71][72][73].…”
Section: Monte-carlo Approach For Probabilistic Seismic Hazard Assessmentioning
confidence: 99%
“…The analysis is very important for assessment of damage, loss and seismic risk for spatially distributed structures (lifelines, critical elements of network, important objects, urban areas, etc.) [24,35,42,43,58,[71][72][73]. We considered recently developed models of seismic source zones for the Arabian Peninsula and surrounding regions, and modern ground-motion prediction equations.…”
Section: Introductionmentioning
confidence: 99%
“…The spatial correlation of residuals of ground‐motion intensities has been extensively studied for the last 20 years 3–31 . In general, these studies combine several earthquakes for developing their models, although different authors have found a significantly large event‐to‐event variability, 12,23 even when exploring different events of the same seismic sequence 26 .…”
Section: Introductionmentioning
confidence: 99%