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In situ testing and nonlinear modelling for a cable-stayed timber footbridge
The authors had the chance to collect structural response measurements of a cable-stayed glued-laminated-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
The authors had the chance to collect structural response measurements of a cable-stayed glued-laminated-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
Bortoluzzi Daniele (author) / Casciati Fabio (author) / Casciati Sara (author) / Faravelli Lucia (author)
2014
Article (Journal)
Electronic Resource
Unknown
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