2019
Conference article
Open Access
Nonlinear FE model updating for masonry constructions via linear perturbation and modal analysis
Girardi M., Padovani C., Pellegrini D., Robol L.
Linear perturbation Modal analysis Non-linear Model updating Masonry materials nonlinear elasticity
This paper describes the automated nonlinear model updating procedure for ma-sonry structures implemented in the NOSA-ITACA code. The algorithm, aimed at matchingnumerical and experimental natural frequencies and mode shapes, combines nonlinear staticanalysis, linear perturbation and modal analysis and allows fine-tuning the free parametersof the model. The numerical method is applied to two simple case studies, which prove itseffectiveness.
Source: COMPDYN 2019, Crete, Greece, 24-26/06/2019
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BibTeX entry
@inproceedings{oai:it.cnr:prodotti:407297,
title = {Nonlinear FE model updating for masonry constructions via linear perturbation and modal analysis},
author = {Girardi M. and Padovani C. and Pellegrini D. and Robol L.},
booktitle = {COMPDYN 2019, Crete, Greece, 24-26/06/2019},
year = {2019}
}
0000-0002-7358-5607CNR ExploRA
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