AMS subject classification. 65F15 Abstract. In this paper we consider an unsymmetric eigenvalue problem occurring in fluid-solid vibrations. We present some properties of this eigenvalue problem and a Rayleigh functional which allows for a min-max-characterization. With this Rayleigh functional the one-sided Rayleigh functional iteration converges cubically, and a Jacobi–Davidson type method improves the local and global convergence properties. 1. Introduction. For a wide class of linear selfadjoint operators A: H → H the eigenvalues of the linear eigenvalue problem Ax = λx can be characterized by three fundamental variational principles, namely by Rayleigh’s principle [13], by Poincaré’s minmax characterization [12], and by the maxmin pri...
Exploiting minmax characterizations for nonlinear and nonoverdamped eigenvalue problems, we prove th...
Exploiting minmax characterizations for nonlinear and nonoverdamped eigenvalue problems, we prove th...
Small amplitude vibrations of a structure completely filled with a fluid are considered. Describing ...
Abstract. In this paper we consider an unsymmetric eigenvalue problem occurring in uid-solid vibrati...
summary:Small amplitude vibrations of an elastic structure completely filled by a fluid are consider...
summary:Small amplitude vibrations of an elastic structure completely filled by a fluid are consider...
summary:Small amplitude vibrations of an elastic structure completely filled by a fluid are consider...
Exploiting minmax characterizations for nonlinear and nonoverdamped eigenvalue problems, we prove th...
summary:In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems co...
summary:In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems co...
summary:In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems co...
In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems correspon...
In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems correspond...
In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems correspond...
In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems correspond...
Exploiting minmax characterizations for nonlinear and nonoverdamped eigenvalue problems, we prove th...
Exploiting minmax characterizations for nonlinear and nonoverdamped eigenvalue problems, we prove th...
Small amplitude vibrations of a structure completely filled with a fluid are considered. Describing ...
Abstract. In this paper we consider an unsymmetric eigenvalue problem occurring in uid-solid vibrati...
summary:Small amplitude vibrations of an elastic structure completely filled by a fluid are consider...
summary:Small amplitude vibrations of an elastic structure completely filled by a fluid are consider...
summary:Small amplitude vibrations of an elastic structure completely filled by a fluid are consider...
Exploiting minmax characterizations for nonlinear and nonoverdamped eigenvalue problems, we prove th...
summary:In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems co...
summary:In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems co...
summary:In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems co...
In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems correspon...
In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems correspond...
In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems correspond...
In this paper we prove a maxmin principle for nonlinear nonoverdamped eigenvalue problems correspond...
Exploiting minmax characterizations for nonlinear and nonoverdamped eigenvalue problems, we prove th...
Exploiting minmax characterizations for nonlinear and nonoverdamped eigenvalue problems, we prove th...
Small amplitude vibrations of a structure completely filled with a fluid are considered. Describing ...