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    Development of a Reliability-Based Design Framework for Transmission Line Structure Foundations

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author:
    Kok-Kwang Phoon
    ,
    Fred H. Kulhawy
    ,
    Mircea D. Grigoriu
    DOI: 10.1061/(ASCE)1090-0241(2003)129:9(798)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the reliability-based design (RBD) initiative sponsored by the Electric Power Research Institute for transmission line structure foundations. The role of RBD is presented within the context of geotechnical limit state design. Design parameters that are amenable to statistical description can be propagated systematically to a consistent measure of design risk using reliability techniques such as the first-order reliability method (FORM). Less quantifiable factors are incorporated approximately into RBD by judicious selection of the target reliability level. A simplified RBD approach based on the load and resistance factor design (LRFD) and multiple resistance factor design (MRFD) formats is proposed for practical implementation. The resistance factors for the LRFD and MRFD formats are calibrated rigorously using FORM to produce designs that can achieve a known level of reliability consistently.
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      Development of a Reliability-Based Design Framework for Transmission Line Structure Foundations

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52384
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorKok-Kwang Phoon
    contributor authorFred H. Kulhawy
    contributor authorMircea D. Grigoriu
    date accessioned2017-05-08T21:27:47Z
    date available2017-05-08T21:27:47Z
    date copyrightSeptember 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A9%28798%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52384
    description abstractThis paper presents the reliability-based design (RBD) initiative sponsored by the Electric Power Research Institute for transmission line structure foundations. The role of RBD is presented within the context of geotechnical limit state design. Design parameters that are amenable to statistical description can be propagated systematically to a consistent measure of design risk using reliability techniques such as the first-order reliability method (FORM). Less quantifiable factors are incorporated approximately into RBD by judicious selection of the target reliability level. A simplified RBD approach based on the load and resistance factor design (LRFD) and multiple resistance factor design (MRFD) formats is proposed for practical implementation. The resistance factors for the LRFD and MRFD formats are calibrated rigorously using FORM to produce designs that can achieve a known level of reliability consistently.
    publisherAmerican Society of Civil Engineers
    titleDevelopment of a Reliability-Based Design Framework for Transmission Line Structure Foundations
    typeJournal Paper
    journal volume129
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:9(798)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 009
    contenttypeFulltext
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