2018
Journal article  Open Access

Model parameter estimation using Bayesian and deterministic approaches: the case study of the Maddalena Bridge

De Falco A., Girardi M., Pellegrini D., Robol L., Sevieri G.

Bayesian updating  Frequency optimization  Proxi models  Masonry bridges  Earth-Surface Processes  Model updating  FEM  Trust region method 

Finite element modeling has become common practice for assessing the structural health of historic constructions. However, because of the uncertainties typically affecting our knowledge of the geometrical dimensions, material properties and boundary conditions, numerical models can fail to predict the static and dynamic behavior of such structures. In order to achieve more reliable predictions, important information can be obtained measuring the structural response under ambient vibrations. This wholly non-destructive technique allows obtaining very accurate information on the structure's dynamic properties (Brincker and Ventura (2015)).

Source: Procedia structural integrity 11 (2018): 210–217. doi:10.1016/j.prostr.2018.11.028

Publisher: Elsevier, [Amsterdam], Paesi Bassi


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BibTeX entry
@article{oai:it.cnr:prodotti:394989,
	title = {Model parameter estimation using Bayesian and deterministic approaches: the case study of the Maddalena Bridge},
	author = {De Falco A. and Girardi M. and Pellegrini D. and Robol L. and Sevieri G.},
	publisher = {Elsevier, [Amsterdam], Paesi Bassi},
	doi = {10.1016/j.prostr.2018.11.028},
	journal = {Procedia structural integrity},
	volume = {11},
	pages = {210–217},
	year = {2018}
}