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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/76261
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dc.contributor.authorFigueroa-López, R.-
dc.contributor.authorLozada-Cruz, G.-
dc.date.accessioned2014-05-27T11:30:09Z-
dc.date.accessioned2016-10-25T18:52:36Z-
dc.date.available2014-05-27T11:30:09Z-
dc.date.available2016-10-25T18:52:36Z-
dc.date.issued2013-08-13-
dc.identifierhttp://www.math.u-szeged.hu/ejqtde/p2414.pdf-
dc.identifier.citationElectronic Journal of Qualitative Theory of Differential Equations.-
dc.identifier.issn1417-3875-
dc.identifier.urihttp://hdl.handle.net/11449/76261-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/76261-
dc.description.abstractIn this paper we study the existence and uniqueness of the weak solution of a mathematical model that describes the nonlinear oscillations of a suspension bridge. This model is given by a system of partial differential equations with damping terms. The main tool used to show this is the C0-semigroup theory extending the results of Aassila [1].en
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)-
dc.language.isoeng-
dc.sourceScopus-
dc.subjectSemigroup theory-
dc.subjectSuspension bridges-
dc.subjectWeak solution-
dc.titleA semigroups theory approach to a model of suspension bridgesen
dc.typeoutro-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationDepartamento de Matemática IBILCE UNESP - Universidade Estadual Paulista, 15054-000 São José do Rio Preto, SP-
dc.description.affiliationUnespDepartamento de Matemática IBILCE UNESP - Universidade Estadual Paulista, 15054-000 São José do Rio Preto, SP-
dc.description.sponsorshipIdFAPESP: 09/08088-9-
dc.description.sponsorshipIdFAPESP: 09/08435-0-
dc.identifier.wosWOS:000322799300001-
dc.rights.accessRightsAcesso aberto-
dc.relation.ispartofElectronic Journal of Qualitative Theory of Differential Equations-
dc.identifier.scopus2-s2.0-84881247388-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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