In situ testing and nonlinear modelling for a cable-stayed timber footbridge

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 para...

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Main Authors: Bortoluzzi Daniele, Casciati Fabio, Casciati Sara, Faravelli Lucia
Format: Article
Language:English
Published: EDP Sciences 2014-01-01
Series:MATEC Web of Conferences
Online Access:http://dx.doi.org/10.1051/matecconf/20141602001
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spelling doaj-134f2247b70141d4823e7760f3e2898a2021-02-02T05:47:47ZengEDP SciencesMATEC Web of Conferences2261-236X2014-01-01160200110.1051/matecconf/20141602001matecconf_csndd2014_02001In situ testing and nonlinear modelling for a cable-stayed timber footbridgeBortoluzzi Daniele0Casciati Fabio1Casciati Sara2Faravelli Lucia3DICAR, University of PaviaDICAR, University of PaviaDICA, University of CataniaDICAR, University of Pavia 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. http://dx.doi.org/10.1051/matecconf/20141602001
collection DOAJ
language English
format Article
sources DOAJ
author Bortoluzzi Daniele
Casciati Fabio
Casciati Sara
Faravelli Lucia
spellingShingle Bortoluzzi Daniele
Casciati Fabio
Casciati Sara
Faravelli Lucia
In situ testing and nonlinear modelling for a cable-stayed timber footbridge
MATEC Web of Conferences
author_facet Bortoluzzi Daniele
Casciati Fabio
Casciati Sara
Faravelli Lucia
author_sort Bortoluzzi Daniele
title In situ testing and nonlinear modelling for a cable-stayed timber footbridge
title_short In situ testing and nonlinear modelling for a cable-stayed timber footbridge
title_full In situ testing and nonlinear modelling for a cable-stayed timber footbridge
title_fullStr In situ testing and nonlinear modelling for a cable-stayed timber footbridge
title_full_unstemmed In situ testing and nonlinear modelling for a cable-stayed timber footbridge
title_sort in situ testing and nonlinear modelling for a cable-stayed timber footbridge
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2014-01-01
description 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.
url http://dx.doi.org/10.1051/matecconf/20141602001
work_keys_str_mv AT bortoluzzidaniele insitutestingandnonlinearmodellingforacablestayedtimberfootbridge
AT casciatifabio insitutestingandnonlinearmodellingforacablestayedtimberfootbridge
AT casciatisara insitutestingandnonlinearmodellingforacablestayedtimberfootbridge
AT faravellilucia insitutestingandnonlinearmodellingforacablestayedtimberfootbridge
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