Simulation of orthogonal horizontal components of near-fault ground motion for specified earthquake source and site characteristics

dc.contributor.authorDabaghi, Mayssa
dc.contributor.authorDer-Kiureghian, Armen
dc.contributor.departmentDepartment of Civil and Environmental Engineering
dc.contributor.facultyMaroun Semaan Faculty of Engineering and Architecture (MSFEA)
dc.contributor.institutionAmerican University of Beirut
dc.date.accessioned2025-01-24T11:27:10Z
dc.date.available2025-01-24T11:27:10Z
dc.date.issued2018
dc.description.abstractA procedure to generate horizontal pairs of synthetic near-fault ground motion components for specified earthquake source and site characteristics is presented. Some near-fault ground motions contain a forward directivity pulse; others do not, even when the conditions for such a pulse are favorable. The proposed procedure generates pulse-like and non-pulse-like motions in appropriate proportions. We use our recent stochastic models of pulse-like and non-pulse-like near-fault ground motions that are formulated in terms of physically meaningful parameters. The parameters of these models are fitted to databases of recorded pulse-like and non-pulse-like motions. Using these empirical “observations,” predictive relations are developed for the model parameters in terms of the earthquake source and site characteristics (type of faulting, earthquake magnitude, depth to top of rupture plane, source-to-site distance, site characteristics, and directivity parameters). The correlation coefficients between the model parameters are also estimated. For a given earthquake scenario, the probability of occurrence of a directivity pulse is first computed; pulse-like and non-pulse-like motions are then simulated according to the predicted proportions using the empirical predictive models. The resulting time series are realistic and reproduce important features of recorded near-fault ground motions, including the natural variability. Moreover, the statistics of their elastic response spectra agree with those of the NGA-West2 dataset, with the additional feature of distinguishing between pulse-like and non-pulse-like cases and between forward and backward directivity scenarios. The synthetic motions can be used in addition to or in place of recorded motions in performance-based earthquake engineering, particularly when recorded motions are scarce. Copyright © 2018 John Wiley & Sons, Ltd.
dc.identifier.doihttps://doi.org/10.1002/eqe.3021
dc.identifier.eid2-s2.0-85041696597
dc.identifier.urihttp://hdl.handle.net/10938/26813
dc.language.isoen
dc.publisherJohn Wiley and Sons Ltd
dc.relation.ispartofEarthquake Engineering and Structural Dynamics
dc.sourceScopus
dc.subjectMulti-component synthetic motions
dc.subjectNear-fault ground motions
dc.subjectNga database
dc.subjectPulse-like motions
dc.subjectRupture directivity
dc.subjectStochastic models
dc.subjectEarthquake engineering
dc.subjectFaulting
dc.subjectGeophysics
dc.subjectStochastic systems
dc.subjectMulticomponents
dc.subjectNear fault ground motion
dc.subjectComputer simulation
dc.subjectDatabase
dc.subjectEarthquake rupture
dc.subjectGround motion
dc.subjectNumerical model
dc.subjectSeismic source
dc.subjectSite characterization
dc.subjectStochasticity
dc.subjectEarthquakes
dc.titleSimulation of orthogonal horizontal components of near-fault ground motion for specified earthquake source and site characteristics
dc.typeArticle

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