Simulation-based seismic hazard assessment using monte-carlo earthquake catalogs: Application to cybershake

dc.contributor.authorAzar, Sarah
dc.contributor.authorDabaghi, Mayssa
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.accessioned2025-01-24T11:27:56Z
dc.date.available2025-01-24T11:27:56Z
dc.date.issued2021
dc.description.abstractThe use of numerical simulations in probabilistic seismic hazard analysis (PSHA) has achieved a promising level of reliability in recent years. One example is the CyberShake project, which incorporates physics-based 3D ground-motion simulations within seismic hazard calcula¬tions. Nonetheless, considerable computational time and resources are required due to the significant processing requirements imposed by source-based models on one hand, and the large number of seismic sources and possible rupture variations on the other.This article proposes to use a less computationally demanding simulation-based PSHA framework for CyberShake. The framework can accurately represent the seismic hazard at a site, by only considering a subset of all the possible earthquake scenarios, based on a Monte-Carlo simulation procedure that generates earthquake catalogs having a specified duration. In this case, ground motions need only be simulated for the scenarios selected in the earthquake catalog, and hazard calculations are limited to this subset of scenarios. To validate the method and evaluate its accuracy in the CyberShake platform, the proposed framework is applied to three sites in southern California, and hazard calculations are per¬formed for earthquake catalogs with different lengths. The resulting hazard curves are then benchmarked against those obtained by considering the entire set of earthquake scenarios and simulations, as done in CyberShake. Both approaches yield similar estimates of the haz¬ard curves for elastic pseudospectral accelerations and inelastic demands, with errors that depend on the length of the Monte-Carlo catalog. With 200,000 yr catalogs, the errors are consistently smaller than 5% at the 2% probability of exceedance in 50 yr hazard level, using only ~ 3% of the entire set of simulations. Both approaches also produce similar disaggre¬gation patterns. The results demonstrate the potential of the proposed approach in a sim-ulation-based PSHA platform like CyberShake and as a ground-motion selection tool for seismic demand analyses. © 2021, Seismological Society of America. All rights reserved.
dc.identifier.doihttps://doi.org/10.1785/0120200375
dc.identifier.eid2-s2.0-85108023608
dc.identifier.urihttp://hdl.handle.net/10938/26976
dc.language.isoen
dc.publisherSeismological Society of America
dc.relation.ispartofBulletin of the Seismological Society of America
dc.sourceScopus
dc.subjectCalifornia
dc.subjectUnited states
dc.subjectHazards
dc.subjectMonte carlo methods
dc.subjectReliability analysis
dc.subjectSeismic response
dc.subjectEarthquake catalogs
dc.subjectEarthquake scenario
dc.subjectGround motion selections
dc.subjectProbabilistic seismic hazard analysis
dc.subjectProbability of exceedance
dc.subjectSeismic demand analysis
dc.subjectSeismic hazard assessment
dc.subjectSouthern california
dc.subjectEarthquake catalogue
dc.subjectGround motion
dc.subjectHazard assessment
dc.subjectMonte carlo analysis
dc.subjectSeismic hazard
dc.subjectSeismic source
dc.subjectThree-dimensional modeling
dc.subjectEarthquakes
dc.titleSimulation-based seismic hazard assessment using monte-carlo earthquake catalogs: Application to cybershake
dc.typeArticle

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