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.
In situ testing and nonlinear modelling for a cable-stayed timber footbridge
CASCIATI, SARA;
2014-01-01
Abstract
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.File in questo prodotto:
Non ci sono file associati a questo prodotto.
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
