dc.creatorUseche Vivero, Jairo
dc.date.accessioned2020-03-26T16:32:49Z
dc.date.available2020-03-26T16:32:49Z
dc.date.created2020-03-26T16:32:49Z
dc.date.issued2014
dc.identifierEngineering Structures; Vol. 62-63, pp. 65-74
dc.identifier01410296
dc.identifierhttps://hdl.handle.net/20.500.12585/9037
dc.identifier10.1016/j.engstruct.2014.01.010
dc.identifierUniversidad Tecnológica de Bolívar
dc.identifierRepositorio UTB
dc.identifier24537991200
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.
dc.languageeng
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rightsinfo:eu-repo/semantics/restrictedAccess
dc.rightsAtribución-NoComercial 4.0 Internacional
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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