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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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