Regional-scale seismic fragility, loss, and resilience assessment using physics-based simulated ground motions: An application to Istanbul

Simple item page
dc.contributor.authorZhang, Wenyang
dc.contributor.authorChen, Peng-Yu
dc.contributor.authorCrempien, Jorge G. F.
dc.contributor.authorKurtulus, Asli
dc.contributor.authorArduino, Pedro
dc.contributor.authorTaciroglu, Ertugrul
dc.date.accessioned2025-01-20T20:17:56Z
dc.date.available2025-01-20T20:17:56Z
dc.date.issued2023
dc.description.abstractUsing results from 57 large-scale physics-based fault-rupture and wave propagation simulations, this research aims to evaluate the seismic risk, loss, and resilience of more than 16,000 reinforced concrete buildings in the Zeytinburnu district of Istanbul, Turkey. For each building and under each earthquake scenario, the spatially varying site-specific simulated ground motions were used for performing three-dimensional nonlinear time-history analyses. The resulting structural responses-such as peak story drift ratios (PSDR) and peak floor accelerations (PFAs)-were utilized to conduct three region-scale tasks: (i) building- and site-specific seismic fragility analysis for both structural and nonstructural components of each building; (ii) intensity-based seismic loss assessment using the FEMA P58 methodology and Monte Carlo simulations; and (iii) resilience evaluation based on the expected time of recovery predicted through FEMA P58. Moreover, both inertial and kinematic soil-structure interaction (SSI) effects were considered using a substructuring method for all three tasks. Site-specific soil properties were utilized to compute the coefficients of soil springs and dashpots, as well as the foundation input motions. The SSI effects were investigated by comparing the fragility, loss, and resilience indices obtained with and without considering SSI.
dc.description.funderScientific and Technological Research Council of Turkey
dc.fuente.origenWOS
dc.identifier.doi10.1002/eqe.3843
dc.identifier.eissn1096-9845
dc.identifier.issn0098-8847
dc.identifier.urihttps://doi.org/10.1002/eqe.3843
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/92430
dc.identifier.wosidWOS:000929085800001
dc.issue.numero6
dc.language.isoen
dc.pagina.final1804
dc.pagina.inicio1785
dc.revistaEarthquake engineering & structural dynamics
dc.rightsacceso restringido
dc.subjectloss assessment
dc.subjectphysics-based ground motion simulation
dc.subjectregional-scale analysis
dc.subjectresilience
dc.subjectseismic risk
dc.subject.ods11 Sustainable Cities and Communities
dc.subject.odspa11 Ciudades y comunidades sostenibles
dc.titleRegional-scale seismic fragility, loss, and resilience assessment using physics-based simulated ground motions: An application to Istanbul
dc.typeartículo
dc.volumen52
sipa.indexWOS
sipa.trazabilidadWOS;2025-01-12
Files
Collections
Artículos de revistas