1996
DOI: 10.1007/bf02190128
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Differential riccati equation for the active control of a problem in structural acoustics

Abstract: In this paper, we provide results concerning the optimal feedback control of a system of partial dierential equations which arises within the context of modelling a particular uid/structure interaction system seen in structural acoustics, this application being the primary motivation for our work. This model onsists of two coupled PDE's exhibiting parabolic and hyperbolic characteristics respectively; the control action, in this case, is modelled by a highly unbounded operator. We rigorously justify a optimal … Show more

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Cited by 81 publications
(113 citation statements)
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“…Introduction; singular estimates for coupled PDE systems. The present paper sets itself along that line of research established by [1,3]-and later streamlined and simplified in the exposition of [16]-that is focused on mathematical properties of an accepted acoustic chamber model [8,31], subject to unbounded control action on its flexible wall.…”
Section: Statement Of the Problem Main Resultsmentioning
confidence: 99%
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“…Introduction; singular estimates for coupled PDE systems. The present paper sets itself along that line of research established by [1,3]-and later streamlined and simplified in the exposition of [16]-that is focused on mathematical properties of an accepted acoustic chamber model [8,31], subject to unbounded control action on its flexible wall.…”
Section: Statement Of the Problem Main Resultsmentioning
confidence: 99%
“…The case α = 1; hence D 0 = 0; β = 0, in (1.2c)- (1.2d) below (see [1,3,16]). In the aforementioned references, the original model consisted of a coupled system of two partial differential equations (PDEs) of different type-a hyperbolic PDE and a parabolic-like PDE-which are strongly coupled at the interface (represented by the flexible wall Γ 0 ).…”
mentioning
confidence: 99%
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“…The results existing in the literature on the stabilization of structural acoustic models refer to those where the floor is strongly damped by means of structural damping (see [1], [2], [7]). In the case of structural damping present in the model, the component of the uncoupled system corresponding to the Euler-Bernoulli equation represents an analytic semigroup ( [22], [6]).…”
Section: Figure (Ii)mentioning
confidence: 99%