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Seismic microzonation studies for Lisbon

datacite.subject.fosCiências Naturais::Ciências da Terra e do Ambientept_PT
dc.contributor.advisorMatias, Luís Manuel Henriques Marques
dc.contributor.advisorGomes, Rui Pedro Carrilho
dc.contributor.advisorAmoroso, Sara
dc.contributor.authorOliveira, Liliana
dc.date.accessioned2025-02-07T18:26:59Z
dc.date.available2025-02-07T18:26:59Z
dc.date.issued2024-11-14
dc.date.submitted2024-05-21
dc.description.abstractLisbon has a moderate to high seismic risk due to its seismicity, socioeconomic importance and dense urbanisation. Its complex geomorphological structure may aggravate soil amplification and cause higher structural damage. The present work improves the soil dynamic characterisation and seismic site response assessment in Lisbon. Based on a multidisciplinary dataset composed of surface geology, a geotechnical database and a geophysical database, an integrated approach to seismic ground characterisation was performed. A regression analysis of the shear-wave velocity values compiled in the geophysical database was done for each geological unit. The peak frequency distribution in the city was assessed from ambient vibration measurements, and it indicated a decrease from the oldest to the most recent geological formations that outcrop in the SW-NE direction. Three zones based on the peak frequency distribution were proposed. An estimation of the impedance contrast depths was computed through two processes: (i) the shallower contrast depth was determined by a sharp variation in 𝑁𝑆𝑃𝑇 values, and (ii) the deeper contrast depth was estimated using geology data and deep borehole information. For the upper 100 m of depth, a consistent relationship between the contrasts identified through different data sources was obtained, even if uncertainty increased with depth. The seismic bedrock position was identified, and soil classification was performed using the current version of Eurocode 8 and the draft version of new Eurocode 8 classification schemes. The seismic site effects were evaluated through one-dimensional and two-dimensional numerical simulations using the equivalent linear method and the finite element method, with the two types of seismic action defined in the Portuguese National Annex of Eurocode 8. The amplification factors in the city were assessed, and the estimated soil factors were compared to Eurocode 8 reference values. Overall, the estimated soil factors exceed the reference soil factors of Eurocode 8.pt_PT
dc.identifier.tid101690460pt_PT
dc.identifier.urihttp://hdl.handle.net/10400.5/98237
dc.language.isoengpt_PT
dc.relationSeismic microzonation studies for Lisbon
dc.subjectSeismic site effectspt_PT
dc.subjectSeismic microzonationpt_PT
dc.subjectImpedance contrast depthpt_PT
dc.subjectSoil dynamic characterisationpt_PT
dc.subjectAmplification factorspt_PT
dc.subjectEfeitos de sítiopt_PT
dc.subjectMicrozonagem sísmicapt_PT
dc.subjectProfundidade do contraste de impedânciapt_PT
dc.subjectCaracterização dinâmica do solopt_PT
dc.subjectFatores de amplificaçãopt_PT
dc.titleSeismic microzonation studies for Lisbonpt_PT
dc.typedoctoral thesis
dspace.entity.typePublication
oaire.awardTitleSeismic microzonation studies for Lisbon
oaire.awardURIinfo:eu-repo/grantAgreement/FCT//SFRH%2FBD%2F146030%2F2019/PT
person.familyNameCaria Oliveira
person.givenNameLiliana
person.identifier.ciencia-id6910-4B0B-5294
person.identifier.orcid0000-0001-8639-743X
project.funder.identifierhttp://doi.org/10.13039/501100001871
project.funder.nameFundação para a Ciência e a Tecnologia
rcaap.rightsopenAccesspt_PT
rcaap.typedoctoralThesispt_PT
relation.isAuthorOfPublication7cbf7a33-c3db-4a00-83c1-304b544601d2
relation.isAuthorOfPublication.latestForDiscovery7cbf7a33-c3db-4a00-83c1-304b544601d2
relation.isProjectOfPublicationd9861cdc-9ba8-460f-8c03-033466323928
relation.isProjectOfPublication.latestForDiscoveryd9861cdc-9ba8-460f-8c03-033466323928
thesis.degree.nameTese de doutoramento, Ciências Geofísicas e da Geoinformação (Geofísica), Universidade de Lisboa, Faculdade de Ciências, 2024pt_PT

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