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 Hölder stability estimate under (mild) regularity assumptions on the unknown coefficient.
Global stability for an inverse problem in soil-structure interaction
ALESSANDRINI, GIOVANNI;ROSSET, EDI;
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 Hölder stability estimate under (mild) regularity assumptions on the unknown coefficient.File in questo prodotto:
| File | Dimensione | Formato | |
|---|---|---|---|
|
postprint.pdf
Open Access dal 25/06/2016
Descrizione: articolo principale
Tipologia:
Bozza finale post-referaggio (post-print)
Licenza:
Digital Rights Management non definito
Dimensione
277.94 kB
Formato
Adobe PDF
|
277.94 kB | Adobe PDF | Visualizza/Apri |
|
Proceedings - Royal Society.pdf
Accesso chiuso
Descrizione: articolo principale
Tipologia:
Documento in Versione Editoriale
Licenza:
Digital Rights Management non definito
Dimensione
5.83 MB
Formato
Adobe PDF
|
5.83 MB | Adobe PDF | Visualizza/Apri Richiedi una copia |
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
