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dc.creatorUseche Vivero, Jairo
dc.creatorAlbuquerque E.L.
dc.date.accessioned2020-03-26T16:32:47Z
dc.date.available2020-03-26T16:32:47Z
dc.date.issued2015
dc.identifier.citationEngineering Structures; Vol. 87, pp. 1-7
dc.identifier.issn01410296
dc.identifier.urihttps://hdl.handle.net/20.500.12585/9018
dc.description.abstractThe complexity involved in the dynamic response of plates brings many challenges from a mathematical standpoint. In this work, the transient dynamic analysis of elastic shallow shells under uniformly distributed pressure loads, using a dual reciprocity boundary element formulation, is presented. A boundary element formulation based on a direct time-domain formulation using elastostatic fundamental solutions was used. Effects of shear deformation and rotatory inertia were included in the formulation. Shallow shells are 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. Numerical examples are presented to demonstrate the efficiency and accuracy of the proposed formulation. © 2015 Elsevier Ltd.eng
dc.format.mediumRecurso electrónico
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherElsevier Ltd
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourcehttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84921636187&doi=10.1016%2fj.engstruct.2015.01.006&partnerID=40&md5=298c08d532a93916ff03723cb4356b9b
dc.titleTransient dynamic 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.2015.01.006
dc.subject.keywordsBoundary element method
dc.subject.keywordsDual reciprocity boundary element method
dc.subject.keywordsHoubolt method
dc.subject.keywordsShear deformable shallow shells
dc.subject.keywordsTransient dynamic analysis
dc.subject.keywordsDynamic response
dc.subject.keywordsSailing vessels
dc.subject.keywordsShear deformation
dc.subject.keywordsShear flow
dc.subject.keywordsShells (structures)
dc.subject.keywordsTime domain analysis
dc.subject.keywordsTransient analysis
dc.subject.keywordsBoundary element formulations
dc.subject.keywordsDual reciprocity boundary element method
dc.subject.keywordsFundamental solutions
dc.subject.keywordsHoubolt methods
dc.subject.keywordsShallow shells
dc.subject.keywordsShear deformable plate
dc.subject.keywordsTransient dynamic analysis
dc.subject.keywordsTwo dimensional plane
dc.subject.keywordsBoundary element method
dc.subject.keywordsAccuracy assessment
dc.subject.keywordsBoundary element method
dc.subject.keywordsDeformation
dc.subject.keywordsDynamic analysis
dc.subject.keywordsDynamic response
dc.subject.keywordsElasticity
dc.subject.keywordsReciprocity
dc.subject.keywordsShear
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 Universidad Tecnológica de Bolívar for supporting this research work on dynamic analysis of shear deformable shallow shells.
dc.type.spaArtículo
dc.identifier.orcid24537991200
dc.identifier.orcid7102992846


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