In situ testing and nonlinear modelling for a cable-stayed timber footbridge
Bortoluzzi Daniele, Casciati Fabio, Casciati Sara and 1 more
MATEC Web of Conferences · 2014
doi:10.1051/matecconf/20141602001 (opens in a new tab)
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Abstract
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.
Abstract licence: CC BY
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