Reliability Assessment of Concrete Bridges

Palle Thoft-Christensen, C. R. Middleton

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    Abstract

    This paper is partly based on research performed for the Highways Agency, London, UK under the project DPU/9/44 "Revision of Bridge Assessment Rules Based on Whole Life Performance: concrete bridges". It contains the details of a methodology which can be used to generate Whole Life (WL) reliability profiles. These WL reliability profiles may be used to establish revised rules for concrete bridges. This paper is to some extend based on Thoft-Christensen et. al. [1996], Thoft-Christensen [1996] et. al. and Thoft-Christensen [1996].
    OriginalsprogEngelsk
    UdgivelsesstedAalborg
    ForlagDept. of Building Technology and Structural Engineering
    Antal sider24
    StatusUdgivet - 1997
    NavnStructural Reliability Theory
    Nummer178
    Vol/bindR9755
    ISSN1395-7953

    Bibliografisk note

    Chapter in: Industrial Application of Structual Reliability Theor, ESReDA Working Group Report, 1997, pp- 131-154

    PDF for print: 28 pp.

    Emneord

    • Highways Agency
    • Bridge Assessment Rules
    • Whole Life Performance
    • Concrete Bridges
    • Whole Life
    • Reliability Profiles
    • WL
    • Bridge

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