Simulation-based seismic hazard assessment using monte-carlo earthquake catalogs: Application to cybershake
| dc.contributor.author | Azar, Sarah | |
| dc.contributor.author | Dabaghi, Mayssa | |
| dc.contributor.department | Department of Civil and Environmental Engineering | |
| dc.contributor.faculty | Maroun Semaan Faculty of Engineering and Architecture (MSFEA) | |
| dc.contributor.institution | American University of Beirut | |
| dc.date.accessioned | 2025-01-24T11:27:56Z | |
| dc.date.available | 2025-01-24T11:27:56Z | |
| dc.date.issued | 2021 | |
| dc.description.abstract | The 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.doi | https://doi.org/10.1785/0120200375 | |
| dc.identifier.eid | 2-s2.0-85108023608 | |
| dc.identifier.uri | http://hdl.handle.net/10938/26976 | |
| dc.language.iso | en | |
| dc.publisher | Seismological Society of America | |
| dc.relation.ispartof | Bulletin of the Seismological Society of America | |
| dc.source | Scopus | |
| dc.subject | California | |
| dc.subject | United states | |
| dc.subject | Hazards | |
| dc.subject | Monte carlo methods | |
| dc.subject | Reliability analysis | |
| dc.subject | Seismic response | |
| dc.subject | Earthquake catalogs | |
| dc.subject | Earthquake scenario | |
| dc.subject | Ground motion selections | |
| dc.subject | Probabilistic seismic hazard analysis | |
| dc.subject | Probability of exceedance | |
| dc.subject | Seismic demand analysis | |
| dc.subject | Seismic hazard assessment | |
| dc.subject | Southern california | |
| dc.subject | Earthquake catalogue | |
| dc.subject | Ground motion | |
| dc.subject | Hazard assessment | |
| dc.subject | Monte carlo analysis | |
| dc.subject | Seismic hazard | |
| dc.subject | Seismic source | |
| dc.subject | Three-dimensional modeling | |
| dc.subject | Earthquakes | |
| dc.title | Simulation-based seismic hazard assessment using monte-carlo earthquake catalogs: Application to cybershake | |
| dc.type | Article |
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