Structural assessment of masonry arch bridges with settled supports
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Détails bibliographiques
| Auteur(s): |
Paolo Zampieri
(Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo 9, 35131 Padova, Italy)
Mariano Angelo Zanini 
(Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo 9, 35131 Padova, Italy)
Flora Faleschini (Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo 9, 35131 Padova, Italy) Lorenzo Hofer (Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo 9, 35131 Padova, Italy) Nicolò Simoncello (Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo 9, 35131 Padova, Italy) Carlo Pellegrino (Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo 9, 35131 Padova, Italy) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019 | ||||
| Publié dans: | IABSE Symposium Guimarães 2019 | ||||
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| Page(s): | 1544-1551 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/guimaraes.2019.1544 | ||||
| Abstrait: |
The masonry bridges still in use in the European infrastructure networks represent a significant portion of the entire stock of existing road and railway bridges. For this reason, and for their age, their maintenance and safety is most important for the owners of road and rail networks. Recent collapses of this type of bridges, have highlighted the fragility of masonry bridges to imposed settlement of their supports. In this study, by means of limit analysis and FEA, the collapse mechanisms of masonry bridges subject to supports settlement were analysed. With the aim to describe the damage configurations in masonry bridges for different types of supports settlement and with the objective to evaluate the ultimate support displacement capacity of the analysed structures. |
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