Construction of Humber Bridge A-Frame rocker bearing replacement
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Bibliografische Angaben
| Autor(en): |
John Collins
(Ove Arup & Partners Ltd, Leeds, UK)
Richard Hornby (Ove Arup & Partners Ltd, Leeds, UK) Daniel Smith (C Spencer Ltd, Hull, UK) Peter Hill (Humber Bridge Board, Hessle, East Riding of Yorkshire, UK) John Webb (Humber Bridge Board, Hessle, East Riding of Yorkshire, UK) |
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| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015 | ||||
| Veröffentlicht in: | IABSE Conference Geneva 2015 | ||||
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| Seite(n): | 1625-1628 | ||||
| Anzahl der Seiten (im PDF): | 4 | ||||
| Jahr: | 2015 | ||||
| DOI: | 10.2749/222137815818359023 | ||||
| Abstrakt: |
Bearings connecting the 1410 m main span deck box to the towers of the Humber were heavily worn. A challenging £4m (US$6.3m) replacement scheme including significant temporary works was implemented. All works to this landmark structure took place with the bridge open to traffic. |
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| Stichwörter: |
Hängebrücke Lager Verstärkung
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