Global stability for an inverse problem in soil-structure interaction
Analysis of PDEs
2016-02-17 v1
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 H\"{o}lder stability estimate under (mild) regularity assumptions on the unknown coefficient.
Cite
@article{arxiv.1502.04842,
title = {Global stability for an inverse problem in soil-structure interaction},
author = {Giovanni Alessandrini and Antonino Morassi and Edi Rosset and Sergio Vessella},
journal= {arXiv preprint arXiv:1502.04842},
year = {2016}
}
Comments
13 pages