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New Old-Fashioned-Style Lattice Footbridge and Retrofitting of a Masonry Arch Bridge in the Ticino Natural Park

 New Old-Fashioned-Style Lattice Footbridge and Retrofitting of a Masonry Arch Bridge in the Ticino Natural Park
Author(s): , ,
Presented at IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, published in , pp. 538-539
DOI: 10.2749/222137810796025780
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The project for adapting SP527 carriageway (Novara Province, Piemonte Region, Italy) has as its aim improving local roads network connection with Milan Malpensa airport. The Ticino Natural Park is ...
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Bibliographic Details

Author(s):


Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010
Published in:
Page(s): 538-539 Total no. of pages: 8
Page(s): 538-539
Total no. of pages: 8
Year: 2010
DOI: 10.2749/222137810796025780
Abstract:

The project for adapting SP527 carriageway (Novara Province, Piemonte Region, Italy) has as its aim improving local roads network connection with Milan Malpensa airport. The Ticino Natural Park is fully interested by this project: environmental aspects become the most important. In the current SP527, two 19th-century infrastructures stand out: a steel lattice bridge over the Ticino river and a masonry 3-arch bridge over the Bragadano canal.

A new footbridge is needed, at the side of the existing arch bridge; it has a "celosía"-lattice theme, reminding the historical bridge aspect. Structural design is made together with the dynamic verification and pedestrians comfort. The masonry arch bridge must be retrofitted without modifying its formal appearance. The existing structure will be used for a direct vertical loads transfer onto the piers. The project is going through its detailed design phase.

Keywords:
buckling analysis retrofitting masonry arch bridge pedestrian comfort "celosía"-lattice footbridge vibration analysis environment constraints

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