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The innovative bearing solution engineered for the Forth Road Bridge’s modified deck-to-tower connections

The innovative bearing solution engineered for the Forth Road Bridge’s modified deck-to-tower connections
Autor(en): ,
Beitrag für IABSE Conference: Engineering the Past, to Meet the Needs of the Future, Copenhagen, Denmark, 25-27 June 2018, veröffentlicht in , S. 248-255
DOI: 10.2749/copenhagen.2018.248
Preis: € 25,00 inkl. MwSt. als PDF-Dokument  
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Opened in 1964 as the longest-span suspension bridge outside the USA, the Forth Road Bridge is a crucial connection between south-east and north-east Scotland. Greatly increased traffic loading caus...
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Bibliografische Angaben

Autor(en): (Mageba SA, Bulach, Switzerland)
(Mageba SA, Bulach, Switzerland)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Conference: Engineering the Past, to Meet the Needs of the Future, Copenhagen, Denmark, 25-27 June 2018
Veröffentlicht in:
Seite(n): 248-255 Anzahl der Seiten (im PDF): 8
Seite(n): 248-255
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/copenhagen.2018.248
Abstrakt: Opened in 1964 as the longest-span suspension bridge outside the USA, the Forth Road Bridge is a crucial connection between south-east and north-east Scotland. Greatly increased traffic loading caused a fatigue fracture, in December 2015, in one of its eight truss end links which support the deck ends at the towers, resulting in the closure of the bridge. Following implementation of an emergency repair to enable the bridge to re-open quickly, it was necessary to implement a reliable long-term fix to avoid a re-occurrence at any link location. An innovative solution was developed, incorporating free-sliding bearings designed to resist high uplift forces and accommodate large deck movements and significant rotations, with adequate durability considering the bearings’ very long cumulative sliding path of 16 km per year. The bearings were also required to be pre-fitted with structural health monitoring sensors. The challenge and the solution are described.
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