A semigroups theory approach to a model of suspension bridges

Autor:	Rodiak N. Figueroa-López, German Lozada-Cruz
Přispěvatelé:	Universidade Estadual Paulista (Unesp)
Rok vydání:	2013
Předmět:	Partial differential equation Semigroup Applied Mathematics Weak solution Mathematical analysis weak solution Semigroup theory suspension bridges semigroup theory Suspension bridges Bridge (interpersonal) Suspension (topology) QA1-939 Uniqueness Nonlinear Oscillations Mathematics
Zdroj:	Scopus Repositório Institucional da UNESP Universidade Estadual Paulista (UNESP) instacron:UNESP Electronic Journal of Qualitative Theory of Differential Equations, Vol 2013, Iss 51, Pp 1-10 (2013)
ISSN:	1417-3875
DOI:	10.14232/ejqtde.2013.1.51
Popis:	Submitted by Vitor Silverio Rodrigues (vitorsrodrigues@reitoria.unesp.br) on 2014-05-27T11:30:09Z No. of bitstreams: 0 Made available in DSpace on 2014-05-27T11:30:09Z (GMT). No. of bitstreams: 0 Previous issue date: 2013-08-13 Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP) In 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]. Departamento de Matemática IBILCE UNESP - Universidade Estadual Paulista, 15054-000 São José do Rio Preto, SP Departamento de Matemática IBILCE UNESP - Universidade Estadual Paulista, 15054-000 São José do Rio Preto, SP FAPESP: 09/08088-9 FAPESP: 09/08435-0
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a0f1ecbc3a318eff507c8c013c4d69bf https://doi.org/10.14232/ejqtde.2013.1.51 Zobrazit plný text záznamu