𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Polynomial decay and control of a 1−d model for fluid–structure interaction

✍ Scribed by Xu Zhang; Enrique Zuazua

Publisher
Elsevier Science
Year
2003
Tongue
English
Weight
108 KB
Volume
336
Category
Article
ISSN
1631-073X

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Fluid-structure interaction: analysis of
Fluid-structure interaction: analysis of a 3-D compressible model
✍ Fabien Flori; Pierre Orenga 📂 Article 📅 2000 🏛 Elsevier Science 🌐 English ⚖ 162 KB

In this paper, we present an existence result of weak solutions for a three-dimensional problem of fluid-plate interaction in which we take into account the non linearity of the continuity equation. This non linearity does not allow, as is usually the case, to neglect the variations of the domain wh

Strong stability for a fluid–structure i
Strong stability for a fluid–structure interaction model
✍ Marié Grobbelaar-Van Dalsen 📂 Article 📅 2009 🏛 John Wiley and Sons 🌐 English ⚖ 144 KB

## Abstract In this paper we consider the question of stabilization of a fluid–structure model that describes the interaction between a 3‐D incompressible fluid and a 2‐D plate, the interface, which coincides with a flat flexible part of the surface of the vessel containing the fluid. The mathemati

A 3D non-Newtonian fluid–structure inter
A 3D non-Newtonian fluid–structure interaction model for blood flow in arteries
✍ João Janela; Alexandra Moura; Adélia Sequeira 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 588 KB

The mathematical modelling and numerical simulation of the human cardiovascular system is playing nowadays an important role in the comprehension of the genesis and development of cardiovascular diseases. In this paper we deal with two problems of 3D modelling and simulation in this field, which are

A simple model for structural control in
A simple model for structural control including soil-structure interaction effects
✍ Enrique Luco, J. 📂 Article 📅 1998 🏛 John Wiley and Sons 🌐 English ⚖ 263 KB 👁 1 views

A simple model for the seismic response of a one-storey structure subjected to active control in the presence of soilstructure interaction e ects is presented. The approach is based on the successive use of equivalent 1-DOF oscillators which account for the e ects of control and soil-structure inter