Equações de quarta ordem na modelagem de oscilações de pontes

Equações de quarta ordem na modelagem de oscilações de pontes

Equações diferenciais de quarta ordem aparecem naturalmente na modelagem de oscilações de estruturas elásticas, como aquelas observadas em pontes pênseis. São considerados dois modelos que descrevem as oscilações no tabuleiro de uma ponte. No modelo unidimensional estudamos blow up em espaço finito...

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Bibliographic Details
Main Author:	Ferreira Junior, Vanderley Alves
Other Authors:	Santos, Ederson Moreira dos
Format:	Others
Language:	pt
Published:	Biblioteca Digitais de Teses e Dissertações da USP 2016
Subjects:	Asymptotic behaviour Beam equation Blow up em espaço finito Comportamento assintótico Equação da placa com termo não local Equação da viga Equação de Swift-Hohenberg Estabilidade e instabilidade de modos simples Finite space blow up Nonlocal plate equation Ondas viajantes Stability and instability of simple modes of oscillation Swift-Hohenberg equation Travelling waves
Online Access:	http://www.teses.usp.br/teses/disponiveis/55/55135/tde-07072016-165823/

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