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    Design of Looping Cable Anchorage System for New San Francisco–Oakland Bay Bridge Main Suspension Span

    Source: Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 006
    Author:
    John Sun
    ,
    Rafael Manzanarez
    ,
    Marwan Nader
    DOI: 10.1061/(ASCE)1084-0702(2002)7:6(315)
    Publisher: American Society of Civil Engineers
    Abstract: Located at the rocky edge of the Yerba Buena Island, the west anchorage of the San Francisco–Oakland Bay Bridge suspension span serves as the anchor for this single tower self-anchored suspension bridge. With extensive comparative studies on numerous alternatives, the new looping cable anchorage system is recommended for the final design of the west anchorage of the self-anchored suspension span. The looping cable anchorage system essentially consists of a prestressed concrete portal frame, a looping anchorage cable, deviation saddles, a jacking saddle, independent tie-down systems, and gravity reinforced-concrete foundations. This anchorage system is chosen for its structural efficiency and dimensional compactness. This paper describes major design issues, design philosophy, concept development, and key structural elements and details of this innovative suspension cable anchorage system.
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      Design of Looping Cable Anchorage System for New San Francisco–Oakland Bay Bridge Main Suspension Span

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50643
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    • Journal of Bridge Engineering

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    contributor authorJohn Sun
    contributor authorRafael Manzanarez
    contributor authorMarwan Nader
    date accessioned2017-05-08T21:25:03Z
    date available2017-05-08T21:25:03Z
    date copyrightNovember 2002
    date issued2002
    identifier other%28asce%291084-0702%282002%297%3A6%28315%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50643
    description abstractLocated at the rocky edge of the Yerba Buena Island, the west anchorage of the San Francisco–Oakland Bay Bridge suspension span serves as the anchor for this single tower self-anchored suspension bridge. With extensive comparative studies on numerous alternatives, the new looping cable anchorage system is recommended for the final design of the west anchorage of the self-anchored suspension span. The looping cable anchorage system essentially consists of a prestressed concrete portal frame, a looping anchorage cable, deviation saddles, a jacking saddle, independent tie-down systems, and gravity reinforced-concrete foundations. This anchorage system is chosen for its structural efficiency and dimensional compactness. This paper describes major design issues, design philosophy, concept development, and key structural elements and details of this innovative suspension cable anchorage system.
    publisherAmerican Society of Civil Engineers
    titleDesign of Looping Cable Anchorage System for New San Francisco–Oakland Bay Bridge Main Suspension Span
    typeJournal Paper
    journal volume7
    journal issue6
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2002)7:6(315)
    treeJournal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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