Intensity Measure Selection for Dynamic Analysis of Earth Dams

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dc.conicet.fuenteindividual
dc.conicet.organizacionConsejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán
dc.conicet.organizacionUniversidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras
dc.conicet.organizacionUniversidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras
dc.conicet.paisOrganizacionArgentina
dc.conicet.paisOrganizacionArgentina
dc.conicet.paisOrganizacionArgentina
dc.conicet.produccionid6668882
dc.contributor.authorDaziano, María Alejandra
dc.contributor.authorPerez Velazquez, Gustavo
dc.date.accessioned2018-12-28T13:27:00Z
dc.date.available2018-12-28T13:27:00Z
dc.date.issued2017-06
dc.date.updated2018-12-19T14:42:12Z
dc.description.abstractA comprehensive study has been developed to determine the optimal Intensity Measure to be implemented in vulnerability and quantitative risk evaluation of earth dams. Newmark analyses and nonlinear time-history evaluations of a typical earth-core rockfill dam section were performed under a total of 23 near-field ground motion records. The comparison between the 19 IMs proposed was madeon five properties: efficiency, practicality, proficiency, sufficiency and hazard computability.Traditionally, peak ground acceleration has been used as the link between seismic hazard and structural analysis. However, results revealed that spectral parameters as velocity spectrum intensity and Housner intensity showed the best correlation with Newmark displacements, followed by the root mean square of acceleration. In general, velocity-related parameters and in particular, cumulative absolute velocity and sustained maximum velocity are the most appropriate IM regarding crest settlement.es
dc.description.filFil: Daziano, María Alejandra. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras ; Argentina
dc.description.filFil: Perez Velazquez, Gustavo. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras ; Argentina
dc.formatapplication/pdfes
dc.identifier.citationDaziano, María Alejandra; Perez Velazquez, Gustavo; Intensity Measure Selection for Dynamic Analysis of Earth Dams; Oklahoma State University; Electronic Journal of Geotechnical Engineering; 22; 9; 6-2017; 3751-3771es
dc.identifier.institucionalCONICET
dc.identifier.issn1089-3032es
dc.identifier.repoCONICET Digital
dc.identifier.urihttp://hdl.handle.net/11336/67134
dc.journal.ciudadOklahomaes
dc.journal.number9es
dc.journal.pagination3751-3771es
dc.journal.paisEstados Unidoses
dc.journal.titleElectronic Journal of Geotechnical Engineeringes
dc.journal.volume22es
dc.language.isoenges
dc.publisherOklahoma State Universityes
dc.relation.alternativeidinfo:eu-repo/semantics/altIdentifier/url/http://www.ejge.com/2017/Ppr2017.0271ma.pdf
dc.rightsinfo:eu-repo/semantics/openAccess*
dc.rights.urihttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/*
dc.subjectSeismic Engineeringes
dc.subjectDynamicses
dc.subjectEarth Damses
dc.subject.classificationOtras Ingeniería Civiles
dc.subject.classificationIngeniería Civiles
dc.subject.classificationINGENIERÍAS Y TECNOLOGÍASes
dc.titleIntensity Measure Selection for Dynamic Analysis of Earth Damses
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:ar-repo/semantics/artículo
dc.typeinfo:eu-repo/semantics/publishedVersion

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