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Proceedings of the Conference on Applied Mathematics and Scientific Computing

Zlatko Drmač ; Miljenko Marušić ; Zvonimir Tutek (eds.)

Resumen/Descripción – provisto por la editorial

No disponible.

Palabras clave – provistas por la editorial

Mathematical Modeling and Industrial Mathematics; Numerical Analysis; Algebra; Structural Mechanics

Disponibilidad
Institución detectada Año de publicación Navegá Descargá Solicitá
No detectada 2005 SpringerLink

Información

Tipo de recurso:

libros

ISBN impreso

978-1-4020-3196-0

ISBN electrónico

978-1-4020-3197-7

Editor responsable

Springer Nature

País de edición

Reino Unido

Fecha de publicación

Información sobre derechos de publicación

© Springer 2005

Cobertura temática

Tabla de contenidos

Relative Perturbations, Rank Stability and Zero Patterns of Matrices

Sanja Singer; Saša Singer

A matrix is defined to be rank stable if rank() is unchanged for all relatively small perturbations of its elements. In this paper we investigate some properties and zero patterns of such matrices.

Part II - Contributed Lectures | Pp. 283-292

Numerical Simulations of Water Wave Propagation and Flooding

Luka Sopta; Nelida Črnjarić-Žic; Senka Vuković; Danko Holjević; Jerko Škifić; Siniša Družeta

In this paper we present main points in the process of application of numerical schemes for hyperbolic balance laws to water wave propagation and flooding. The appropriate mathematical models are the one-dimensional open channel flow equations and the two-dimensional shallow water equations. Therefore good simulation results can only be obtained with well-balanced numerical schemes such as the ones developed by Bermùdez and Vázquez, Hubbard and García-Navarro, LeVeque, etc. as well as the ones developed by the authors of this paper. We also propose a modification of the well-balanced Q-scheme for the two-dimensional shallow water equations that solves the wetting and drying problem. Finally, we present numerical results for three simulation tasks: the CADAM dam break experiment, the water wave propagation in the Toce river, and the catastrophic dam break on the Malpasset river.

Part II - Contributed Lectures | Pp. 293-304

Derivation of a Model of Leaf Springs

Josip Tambača

The behavior of springs in linearized theory can be expressed by the stiffness coefficient of the spring. In this paper we derive the stiffness coefficient for leaf springs in terms of geometric properties of the spring and elastic properties of material the spring is made of.

Part II - Contributed Lectures | Pp. 305-315

Quantum Site Percolation on Amenable Graphs

Ivan Veselić

We consider the quantum site percolation model on graphs with a amenable group action. It consists of a random family of Hamiltonians. Basic spectral properties of these operators are derived: non-randomness of the spectrum and its components, existence of an self-averaging integrated density of states and an associated trace-formula.

Part II - Contributed Lectures | Pp. 317-328

Order of Accuracy of Extended Weno Schemes

Senka Vuković; Nelida Črnjarić-Žic; Luka Sopta

Extended finite difference WENO schemes for hyperbolic balance laws with spatially varying flux and geometrical source term were developed by the authors. In these schemes high order ENO and WENO reconstruction for flux and source term characteristicwise components are used, therefore schemes give high resolution results.

In this paper these high order properties are analyzed through several convergence tests: on two shallow water tests, one linear acoustics test, and one test for the Burgers equation with a source term. Experimentally established orders of accuracy vs. the theoretically expected orders are compared for the new schemes, as well as for the original WENO schemes combined with pointwise source term evaluation.

Part II - Contributed Lectures | Pp. 329-341