We consider the inverse problem of determining the Winkler subgrade reaction coefficient of a slab foundation modelled as a thin elastic plate clamped at the boundary. The plate is loaded by a concentrated force and its transversal deflection is measured at the interior points. We prove a global Holder stability estimate under (mild) regularity assumptions on the unknown coefficient.
Global stability for an inverse problem in soil-structure interaction
MORASSI, Antonino;
2015-01-01
Abstract
We consider the inverse problem of determining the Winkler subgrade reaction coefficient of a slab foundation modelled as a thin elastic plate clamped at the boundary. The plate is loaded by a concentrated force and its transversal deflection is measured at the interior points. We prove a global Holder stability estimate under (mild) regularity assumptions on the unknown coefficient.File in questo prodotto:
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