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Design of the Cable-Stayed Bridge Signature Span of the New Champlain Bridge

 Design of the Cable-Stayed Bridge Signature Span of the New Champlain Bridge
Auteur(s): , , , ,
Présenté pendant IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, publié dans , pp. 2075-2082
DOI: 10.2749/vancouver.2017.2075
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The cable-stayed bridge for the New Champlain Bridge Project (the “Project”) is the signature crossing. The asymmetrical structure features a 124 m back span and a 240 m main span. The 170 m high s...
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Détails bibliographiques

Auteur(s): (T.Y. Lin International, San Francisco, CA, USA)
(T.Y. Lin International, San Francisco, CA, USA)
(T.Y. Lin International, San Francisco, CA, USA)
(T.Y. Lin International, San Francisco, CA, USA)
(T.Y. Lin International, San Francisco, CA, USA)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Publié dans:
Page(s): 2075-2082 Nombre total de pages (du PDF): 8
Page(s): 2075-2082
Nombre total de pages (du PDF): 8
Année: 2017
DOI: 10.2749/vancouver.2017.2075
Abstrait:

The cable-stayed bridge for the New Champlain Bridge Project (the “Project”) is the signature crossing. The asymmetrical structure features a 124 m back span and a 240 m main span. The 170 m high single-pylon consists of a tuning-fork configuration of twin masts. Inclined concrete tower legs and “W” shaped steel pier caps supporting the deck define the unique aesthetics of this bridge.

The focus of this paper is to provide a detailed description of the bridge including a discussion of the superstructure, main span tower, supporting piers and cable-stay system. It also describes the erection techniques used. Working alongside the Contractor, the design team made innovative use of pre-casting, modular segments, and non-traditional erection sequencing to meet the Project’s fast-track schedule of only 42 months, while overcoming the severe winters in Montréal.

Mots-clé:
pont superstructure haubans

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