Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
843863 | Nonlinear Analysis: Theory, Methods & Applications | 2008 | 10 Pages |
Abstract
In the present paper, the following damped vibration problems: equation(1.1){ü(t)+q(t)u̇(t)=A(t)u(t)+∇F(t,u(t)),a.e. t∈[0,T]u(0)−u(T)=u̇(0)−eQ(T)u̇(T)=0, and equation(1.1λ){ü(t)+q(t)u̇(t)=A(t)u(t)+λ∇F(t,u(t)),a.e. t∈[0,T]u(0)−u(T)=u̇(0)−eQ(T)u̇(T)=0, are studied, where T>0T>0, λ>0λ>0, q∈L1(0,T;R)q∈L1(0,T;R), Q(t)=∫0tq(s)ds, A(t)=[aij(t)]A(t)=[aij(t)] is a symmetric N×NN×N matrix-valued function defined in [0,T][0,T] with aij∈L∞([0,T])aij∈L∞([0,T]) for all i,j=1,2,…,Ni,j=1,2,…,N and there exists a positive constant θθ such that A(t)ξ⋅ξ≥θ|ξ|2A(t)ξ⋅ξ≥θ|ξ|2 for all ξ∈RNξ∈RN and a.e. t∈[0,T]t∈[0,T]. The variational principles are given, and an existence theorem and three multiplicity theorems of periodic solutions are obtained.
Related Topics
Physical Sciences and Engineering
Engineering
Engineering (General)
Authors
Xian Wu, Shaoxiong Chen, Kaimin Teng,