| contributor author | John Sun | |
| contributor author | Rafael Manzanarez | |
| contributor author | Marwan Nader | |
| date accessioned | 2017-05-08T21:25:03Z | |
| date available | 2017-05-08T21:25:03Z | |
| date copyright | November 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%291084-0702%282002%297%3A6%28315%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50643 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Design of Looping Cable Anchorage System for New San Francisco–Oakland Bay Bridge Main Suspension Span | |
| type | Journal Paper | |
| journal volume | 7 | |
| journal issue | 6 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2002)7:6(315) | |
| tree | Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 006 | |
| contenttype | Fulltext | |