The authors had the chance to collect structural response measurements of a cable-stayed gluedlaminated- timber (GLT) footbridge located in Farra d'Alpago (not far from the town of Belluno, in North-Eastern Italy). A consistent geometrically nonlinear finite element model was generated and its parameters were calibrated on the experimental data. Finally, a model validation was carried out.
Titolo: | In situ testing and nonlinear modelling for a cable-stayed timber footbridge |
Autori interni: | |
Data di pubblicazione: | 2014 |
Rivista: | |
Handle: | http://hdl.handle.net/20.500.11769/70297 |
Appare nelle tipologie: | 4.1 Contributo in Atti di convegno |
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