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Two Outstanding Aluminum Pedestrian Bridges in a National Historic Site

 Two Outstanding Aluminum Pedestrian Bridges in a National Historic Site
Auteur(s):
Présenté pendant IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019, publié dans , pp. 1641-1646
DOI: 10.2749/newyork.2019.1641
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In 2017, WSP undertook the challenge of designing two non-conventional aluminum multifunctional walkways for Parks Canada at the Lachine Canal National Historic Site. The designer retained the geom...
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Détails bibliographiques

Auteur(s): (WSP)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019
Publié dans:
Page(s): 1641-1646 Nombre total de pages (du PDF): 6
Page(s): 1641-1646
Nombre total de pages (du PDF): 6
DOI: 10.2749/newyork.2019.1641
Abstrait:

In 2017, WSP undertook the challenge of designing two non-conventional aluminum multifunctional walkways for Parks Canada at the Lachine Canal National Historic Site. The designer retained the geometry of the early 19thrailway bridges to recall the rich heritage of the industrial era that marked the site. Choosing aluminum for the structures emphasizes Parks Canada’s vision: walking towards the future and using innovative, maintenance-free materials. The 27 m x 4.5 m pony truss aluminum structures are completely welded, thus requiring no assembly on site. This is a feat given the constraints of this material. With nearly 5,000 pedestrian and cyclist crossings per day, the works were planned to limit the duration of the building site to only three weeks.

This article focuses on the design of the non-redundant chords of the structures and the vibration issues due to pedestrian crossing. Explanations are provided regarding how the designer applied the provisions that have mainly been prepared for steel and concrete structures to aluminum structures. In the context of a non- redundant single span, it was still possible to obtain a nearly constant demand over capacity ratio for the compressed top chord over its entire length. Moreover, it describes how it is possible to quantify the performance of a footbridge with regards to vibration behavior at the serviceability limit state.

Mots-clé:
stabilité aluminium