A coupled boundary element/differential equation method formulation for plate-beam interaction analysis

dc.creatorPAIVA, J. B.
dc.creatorMENDONCA, A. V.
dc.date.accessioned2012-10-19T01:08:30Z
dc.date.accessioned2018-07-04T14:48:12Z
dc.date.available2012-10-19T01:08:30Z
dc.date.available2018-07-04T14:48:12Z
dc.date.created2012-10-19T01:08:30Z
dc.date.issued2010
dc.identifierENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, v.34, n.5, p.456-462, 2010
dc.identifier0955-7997
dc.identifierhttp://producao.usp.br/handle/BDPI/17856
dc.identifier10.1016/j.enganabound.2009.10.017
dc.identifierhttp://dx.doi.org/10.1016/j.enganabound.2009.10.017
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1614653
dc.description.abstractIn this work, a new boundary element formulation for the analysis of plate-beam interaction is presented. This formulation uses a three nodal value boundary elements and each beam element is replaced by its actions on the plate, i.e., a distributed load and end of element forces. From the solution of the differential equation of a beam with linearly distributed load the plate-beam interaction tractions can be written as a function of the nodal values of the beam. With this transformation a final system of equation in the nodal values of displacements of plate boundary and beam nodes is obtained and from it, all unknowns of the plate-beam system are obtained. Many examples are analyzed and the results show an excellent agreement with those from the analytical solution and other numerical methods. (C) 2009 Elsevier Ltd. All rights reserved.
dc.languageeng
dc.publisherELSEVIER SCI LTD
dc.relationEngineering Analysis with Boundary Elements
dc.rightsCopyright ELSEVIER SCI LTD
dc.rightsrestrictedAccess
dc.subjectBoundary Element Method
dc.subjectPlate-beam interaction
dc.subjectBuilding slabs
dc.titleA coupled boundary element/differential equation method formulation for plate-beam interaction analysis
dc.typeArtículos de revistas


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