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Vibration analysis of shear deformable shallow shells using the Boundary Element Method

dc.creatorUseche Vivero, Jairo
dc.date.accessioned2020-03-26T16:32:49Z
dc.date.available2020-03-26T16:32:49Z
dc.date.issued2014
dc.identifier.citationEngineering Structures; Vol. 62-63, pp. 65-74
dc.identifier.issn01410296
dc.identifier.urihttps://hdl.handle.net/20.500.12585/9037
dc.description.abstractIn this work, the modal and harmonic analysis of elastic shallow shells, using a Dual Reciprocity Boundary Element formulation, is presented. A boundary element formulation based on a direct time-domain formulation using the elastostatic fundamental solutions was used. Effects of shear deformation and rotatory inertia were included in the formulation. Shallow shell was modeled coupling boundary element formulation of shear deformable plate and two-dimensional plane stress elasticity. Domain integrals related to inertial terms were treated using the Dual Reciprocity Boundary Element Method. Several examples are presented to demonstrate the efficiency and accuracy of the proposed formulation. © 2014 Elsevier Ltd.eng
dc.format.mediumRecurso electrónico
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourcehttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84893743515&doi=10.1016%2fj.engstruct.2014.01.010&partnerID=40&md5=a22e1d3e1f4ca9a37de5b6caebff8a48
dc.titleVibration analysis of shear deformable shallow shells using the Boundary Element Method
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datacite.rightshttp://purl.org/coar/access_right/c_16ec
oaire.resourceTypehttp://purl.org/coar/resource_type/c_6501
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.driverinfo:eu-repo/semantics/article
dc.type.hasversioninfo:eu-repo/semantics/publishedVersion
dc.identifier.doi10.1016/j.engstruct.2014.01.010
dc.subject.keywordsBoundary element method
dc.subject.keywordsDual reciprocity boundary element method
dc.subject.keywordsDynamic harmonic analysis
dc.subject.keywordsHarmonic excitation
dc.subject.keywordsModal analysis
dc.subject.keywordsShear deformable shallow shells
dc.subject.keywordsBoundary element formulations
dc.subject.keywordsDual reciprocity boundary element method
dc.subject.keywordsFundamental solutions
dc.subject.keywordsHarmonic excitation
dc.subject.keywordsRotatory inertia
dc.subject.keywordsShallow shells
dc.subject.keywordsShear deformable plate
dc.subject.keywordsTwo-dimensional planes
dc.subject.keywordsBoundary element method
dc.subject.keywordsElasticity
dc.subject.keywordsHarmonic analysis
dc.subject.keywordsModal analysis
dc.subject.keywordsShear deformation
dc.subject.keywordsVibration analysis
dc.subject.keywordsShells (structures)
dc.subject.keywordsBoundary element method
dc.subject.keywordsDeformation mechanism
dc.subject.keywordsElastoplasticity
dc.subject.keywordsHarmonic analysis
dc.subject.keywordsNumerical model
dc.subject.keywordsShear strength
dc.subject.keywordsStructural analysis
dc.subject.keywordsStructural response
dc.subject.keywordsVibration
dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.rights.ccAtribución-NoComercial 4.0 Internacional
dc.identifier.instnameUniversidad Tecnológica de Bolívar
dc.identifier.reponameRepositorio UTB
dc.description.notesThe first author is grateful to the Research Office of Technological University of Bolivar for supporting his research work on dynamic analysis of shear deformable shallow shells.
dc.type.spaArtículo
dc.identifier.orcid24537991200


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