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- W607309023 abstract "This paper discusses several aspects of the design, construction and testing of two footbridges of innovative design in a park at Tring, Hertfordshire, England. Both the 7.35m long flat arch box bridges have been constructed on end, built like chimney stacks on the side of the stream that they cross, before instrument installation and prestressing. The performance of the bridges is being compared. One of them is prestressed, using Parafil rope tendons, and the other incorporates McCalls steel prestressing tendons. The tests are part of a research project conducted by the authors, in collaboration with the local authority and the Hertfordshire Groundwork Council. The bridge design economically combines durability and constructability with strength and safety. The mass concrete foundations were cast, and the end blocks were prefabricated. All aspects of bridge performance, except flexural behaviour, are being studied within the project's budget. The instruments used include vibrating wire gauges, demec studs, foil sensor strain gauges, and a data logger linked to the telephone network. To reduce monitoring costs, remote sensing is used where possible. For the covering abstract see IRRD 869077." @default.
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- W607309023 date "1994-01-01" @default.
- W607309023 modified "2023-09-27" @default.
- W607309023 title "DESIGN, BUILDABILITY, INSTRUMENTATION AND MONITORING OF THE FIRST END-BUILT PRE-STRESSED MASONRY FLAT ARCH BOX GIRDER FOOTBRIDGES" @default.
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