Name
Abstract | ||
|---|---|---|
This paper describes the model updating procedure implemented in NOSA-ITACA, a finite-element code for the structural analysis of masonry constructions of historical interest. The procedure, aimed at matching experimental frequencies and mode shapes, allows fine-tuning calculation of the free parameters in the model. The numerical method is briefly described, and some issues related to its robustness are addressed. The procedure is then applied to a simple case study and two historical structures in Tuscany, the Clock Tower in Lucca and the Maddalena bridge in Borgo a Mozzano. |
Year | DOI | Venue |
|---|---|---|
2019 | 10.1061/(asce)cf.1943-5509.0001303 | Journal of Performance of Constructed Facilities |
DocType | Volume | Issue |
Journal | 33 | 4 |
Citations | PageRank | References |
0 | 0.34 | 0 |
Authors | ||
4 | ||
Name | Order | Citations | PageRank |
|---|---|---|---|
| Maria Girardi | 1 | 0 | 1.01 |
| C. Padovani | 2 | 1 | 1.45 |
| Daniele Pellegrini | 3 | 4 | 1.08 |
| Leonardo Robol | 4 | 30 | 7.04 |