Influence surfaces by boundary element/least square methods coupling

dc.contributorUniversidade de São Paulo (USP)
dc.contributorUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2018-12-11T17:27:33Z
dc.date.available2018-12-11T17:27:33Z
dc.date.created2018-12-11T17:27:33Z
dc.date.issued2016-04-01
dc.identifierEngineering with Computers, v. 32, n. 2, p. 231-246, 2016.
dc.identifier1435-5663
dc.identifier0177-0667
dc.identifierhttp://hdl.handle.net/11449/177882
dc.identifier10.1007/s00366-015-0412-3
dc.identifier2-s2.0-84961062580
dc.identifier2-s2.0-84961062580.pdf
dc.identifier7534243554711263
dc.description.abstractThis work presents a new application for calculating the influence surfaces of transverse displacements, directional derivatives and bending moments for generic bridge decks. A plate bending boundary element method formulation is coupled with the application of a continuous field surface derived by the least square procedure. This original BE formulation permits calculating influence surfaces of plates with polygonal, curved or circular geometry, and several transverse load conditions. The proposal allows future analysis of building floors and single and continuous bridge trusses connected to longitudinal and transversal girders. Numerical examples are presented to demonstrate the potential of the present formulation and the results are compared with analytical values and with usual vehicular loads.
dc.languageeng
dc.relationEngineering with Computers
dc.relation0,485
dc.relation0,485
dc.rightsAcesso aberto
dc.sourceScopus
dc.subjectBoundary element method
dc.subjectInfluence surfaces
dc.subjectLeast square procedure
dc.subjectThin plates
dc.titleInfluence surfaces by boundary element/least square methods coupling
dc.typeArtículos de revistas


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