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

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    Date
    2002
    Author
    John Sun
    Rafael Manzanarez
    Marwan Nader
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    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.
    URI
    http://yetl.yabesh.ir/yetl/handle/yetl/50643
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