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dc.contributor.advisor33
dc.contributor.authorOrtiz, Fabián
dc.contributor.authorPastén, César
dc.contributor.authorBustos, José
dc.contributor.authorRuiz, Sergio
dc.contributor.authorAstroza, Rodrigo
dc.contributor.authorEaston, Gabriel
dc.coverageDOI: 10.1016/j.soildyn.2024.108633
dc.date2024
dc.date.accessioned05-01-2026 18:14
dc.date.available05-01-2026 18:14
dc.date.issued33
dc.description.abstractThree-dimensional physics-based numerical simulations (3D-PBS) of the seismic response of the Santiago Basin, Chile, were performed considering a large-scale velocity model and shallow crustal earthquake scenarios, associated with the west-verging thrust San Ramón Fault. Numerical results show that competent gravelly soils in the center of the basin respond with low seismic amplification and shorter durations of strong ground motions, unlike less competent fine-grained soils in the northern area. A significant increase in the seismic intensities is observed in the vicinity of rock outcrops, attributable to the generation of surface waves. Seismic amplification factors were calculated with respect to a reference site on gravel and their values show high levels of amplification in the vicinity of the seismic source, and on soils with low shear wave velocities (V<sub>s</sub>) and long fundamental vibration periods. On the other hand, empirical ground motion models (GMM) were used to estimate amplification factors for peak ground accelerations and spectral accelerations at various periods. Results from GMMs and 3D-PBS were compared, showing similarities in the attenuation pattern on stiff soils, but differences in soils with low V<sub>s</sub>. Moreover, 3D-PBS captured site effects associated with the local geomorphology, unlike GMMs.
dc.identifierhttps://investigadores.uandes.cl/en/publications/bccb539d-91b0-4da7-b42d-3b421c3bdb84
dc.identifier.citation33
dc.identifier.uri33
dc.languageeng
dc.language.iso33
dc.publisher33
dc.relation33
dc.rightsinfo:eu-repo/semantics/restrictedAccess
dc.sourcevol.181 (2024) p.1-19
dc.subjectGround motion models
dc.subjectPhysics-based numerical simulations
dc.subjectSeismic amplification
dc.subjectShear-wave velocity model
dc.subjectSite effects
dc.title33
dc.titleSoil amplification in the Santiago city, Chile, due to shallow crustal earthquakeseng
dc.title33spa
dc.title33und
dc.type33
dc.typeArticleeng
dc.typeArtículospa
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