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Implementation of a modified domain reduction technique as an engineering tool for site response analysis: method validation and verification under incident SH waves

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dc.contributor.advisorGómez Cataño, Juan David
dc.contributor.authorDíaz Vélez, Viviana
dc.coverage.spatialMedellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degreeseng
dc.creator.emailvdiazve@eafit.edu.cospa
dc.date.accessioned2016-03-08T19:21:30Z
dc.date.available2016-03-08T19:21:30Z
dc.date.issued2015
dc.description.abstractThis work describes a computational framework to conduct site response analysis (SRA) including topographic effects and intended to be used by practicing engineers -- The approach is based upon the domain reduction method (DRM) originally formulated by Bielak et al. (2003), in order to determine the response of small-scale localized topographic features present in large-scale seismic scenarios -- Here we introduce additional assumptions into the reduction method, so it can be used with computational resources typically available at a consulting office -- In particular, as suggested by the original DRM technique, we split the problem into a large-scale regional analysis and into a small-scale or local SRA. However, by contrast with the original approach, in our modified version of the method we include into the free-field the effect of the regional topography after generalizing the concept of the half-space -- Subsequently, this free-field motion is used in the second step of the analysis and conducted to capture the effect of the small-scale (high frequency) topographic irregularities and the mechanical effect -- For the local analysis we use an homogenized version of the half-space, deviating once again from the original Approach -- In this work we conduct a verification study of our modified DRM approach within the context of 2D topographies submitted to incident SH waves -- For that purpose we have implemented the DRM algorithm into a commercial finite element analysis code having standard dynamic analysis capabilities -- In order to test the applicability of the modified technique we selected idealized topographies amenable to be studied by geometrical methodsspa
dc.description.degreelevelMaestríaspa
dc.description.degreenameMagíster en Ingenieríaspa
dc.format.mimetypeapplication/pdf
dc.identifier.instnameinstname:Universidad EAFIT
dc.identifier.reponamereponame:Repositorio Institucional Universidad EAFIT
dc.identifier.repourlrepourl:https://repository.eafit.edu.co
dc.identifier.urihttps://hdl.handle.net/10784/8158
dc.language.isoeng
dc.publisherUniversidad EAFITspa
dc.publisher.facultyEscuela de Ingenieríaspa
dc.publisher.placeMedellínspa
dc.publisher.programMaestría en Ingenieríaspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccess
dc.rights.coarhttp://purl.org/coar/access_right/c_abf2
dc.rights.localAcceso abierto
dc.subject.keywordFinite element methodspa
dc.subject.keywordSurveyingspa
dc.subject.keywordEarthquake engineeringspa
dc.subject.keywordStructures, Theory ofspa
dc.subject.keywordStructural dynamicsspa
dc.subject.keywordLinear systemsspa
dc.subject.keywordEarthquake predictionspa
dc.subject.lembMÉTODO DE ELEMENTOS FINITOSspa
dc.subject.lembTOPOGRAFÍAspa
dc.subject.lembINGENIERÍA SÍSMICAspa
dc.subject.lembTEORÍA DE LAS ESTRUCTURASspa
dc.subject.lembDINÁMICA DE ESTRUCTURASspa
dc.subject.lembSISTEMAS LINEALESspa
dc.subject.lembPREDICCIÓN SÍSMICAspa
dc.titleImplementation of a modified domain reduction technique as an engineering tool for site response analysis: method validation and verification under incident SH waves
dc.typeinfo:eu-repo/semantics/masterThesis
dc.type.coarhttp://purl.org/coar/resource_type/c_bdcc
dc.type.coarversionhttp://purl.org/coar/version/c_ab4af688f83e57aa
dc.type.localTesis de Maestríaspa
dc.type.redcolhttp://purl.org/redcol/resource_type/TM
dc.type.versioninfo:eu-repo/semantics/acceptedVersion
dspace.entity.typePublication

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Maestría en Ingeniería (tesis)