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Identificador persistente para citar o vincular este elemento: http://hdl.handle.net/10553/49173
Campo DC Valoridioma
dc.contributor.authorMaeso, O
dc.contributor.authorAznarez, JJ
dc.contributor.authorDomínguez, José
dc.contributor.otherMaeso, Orlando
dc.contributor.otherAznarez, Juan
dc.contributor.otherDominguez, Jose
dc.date.accessioned2018-11-24T04:51:41Z-
dc.date.available2018-11-24T04:51:41Z-
dc.date.issued2002
dc.identifier.issn0733-9399
dc.identifier.urihttp://hdl.handle.net/10553/49173-
dc.description.abstractThe effects of the ground motion spatial variation and of the canyon geometry on the dynamic response of arch dams during the event of an earthquake is studied in this paper. The seismic response of a dam subject to time harmonic longitudinal, shear, and Rayleigh waves impinging the dam site from different directions is analyzed. Several canyon and reservoir geometries are considered. A three-dimensional boundary element model which allows for the rigorous representation of the dynamic interaction between the dam, the foundation rock, and the water is used. The foundation rock is modeled as a uniform viscoelastic boundless domain where the incident traveling wave field is defined by its analytical expression, which may include any spatial variation. The obtained results show the importance of three-dimensional effects which are many times neglected.
dc.publisher0733-9399
dc.relation.ispartofJournal of Engineering Mechanics - ASCE
dc.sourceJournal Of Engineering Mechanics[ISSN 0733-9399],v. 128 (7), p. 759-768
dc.subject.otherFoundation Rock Interaction
dc.subject.otherHomogeneous Half-Space
dc.subject.otherConcrete Gravity Dams
dc.subject.otherEarthquake Analysis
dc.subject.otherWaves
dc.subject.otherIrregularities
dc.subject.otherDiffraction
dc.subject.otherTopography
dc.subject.otherAbsorption
dc.subject.otherCanyon
dc.titleEffects of space distribution of excitation on seismic response of arch dams
dc.typeinfo:eu-repo/semantics/Articlees
dc.typeArticlees
dc.identifier.doi10.1061/(ASCE)0733-9399(2002)128:7(759)
dc.identifier.scopus0036641748
dc.identifier.isi000176322900006
dcterms.isPartOfJournal Of Engineering Mechanics
dcterms.sourceJournal Of Engineering Mechanics[ISSN 0733-9399],v. 128 (7), p. 759-768
dc.contributor.authorscopusid6603029284
dc.contributor.authorscopusid6701693105
dc.contributor.authorscopusid7202552802
dc.description.lastpage768
dc.description.firstpage759
dc.relation.volume128
dc.type2Artículoes
dc.identifier.wosWOS:000176322900006
dc.contributor.daisngid894489
dc.contributor.daisngid997453
dc.contributor.daisngid461099
dc.identifier.investigatorRIDL-2378-2014
dc.identifier.investigatorRIDL-7437-2014
dc.identifier.investigatorRIDF-3033-2016
dc.contributor.wosstandardWOS:Maeso, O
dc.contributor.wosstandardWOS:Aznarez, JJ
dc.contributor.wosstandardWOS:Dominguez, J
dc.date.coverdateJulio 2002
dc.identifier.ulpgcSíes
dc.description.jcr0,832
dc.description.jcrqQ1
dc.description.scieSCIE
item.grantfulltextnone-
item.fulltextSin texto completo-
crisitem.author.deptGIR SIANI: Mecánica de los Medios Continuos y Estructuras-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR SIANI: Mecánica de los Medios Continuos y Estructuras-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0002-4102-9585-
crisitem.author.orcid0000-0003-4576-7304-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.fullNameMaeso Fortuny, Orlando Francisco-
crisitem.author.fullNameAznárez González, Juan José-
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