Structural modelling of the piers of the Paderno d’Adda Bridge (1889, Italy)
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Détails bibliographiques
| Auteur(s): |
Rosalba Ferrari
Mattia Facheris Egidio Rizzi |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010 | ||||
| Publié dans: | IABSE Symposium Venice 2010 | ||||
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| Page(s): | 778-779 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2010 | ||||
| DOI: | 10.2749/222137810796063689 | ||||
| Abstrait: |
This note focuses on a specific aspect of the structural modelling of the Paderno d’Adda Bridge, a marvellous Italian historic wrought iron bridge with riveted connections that was completed in 1889 and opened to both railway and road traffics [1-2]. Within the current attempt of building a full 3D FEM model of the structure [3-7], the metallic piers of the bridge are considered [5-6], specifically thepier on the arch. The morphology of the piers has been reconstructed from the inspection of the original design drawings and implemented into a FEM model. Then, a structural analysis has been performed in the elastic range, by considering loading distributions that were conceived at design stage and also conditions that are nearer to present-state railway standards. |
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