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- W645395749 abstract "Long span bridges are generally considered to be special projects, that require special materials and design procedures. This paper reports on a large bridge, the Keelung Harbour bridge, where it was tried to use only well-developed methods and materials to suit the local construction industry in a newly industrialised country. This leads to new types of structures, that are briefly discussed. The design combines the benefits of a cable stayed bridge with that of a suspension bridge. Details of both the concrete and the steel cross section at midspan are provided, as are details of the suspension cables and their anchorage. The overall span is 1000 metres with a free span of 600 metres. The width is 23.8 metres which will provide a 4 lane motorway. The ground conditions are assumed to be an overburden of 35m consisting of gravel and sand over solid rock. The foundations will be of concrete walls made of slurry walls. The French title for this article is: Pont haubane dans une region exposee au typhon. The German title for this article is: Schraegseilbruecke in einem taifungefaehrdeten Gebiet. For the covering abstract of the conference see IRRD 851274." @default.
- W645395749 created "2016-06-24" @default.
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- W645395749 date "1991-01-01" @default.
- W645395749 modified "2023-09-23" @default.
- W645395749 title "Cable-stayed bridge in a typhoon area" @default.
- W645395749 doi "https://doi.org/10.5169/seals-49345" @default.
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