| contributor author | John Sun | |
| contributor author | Rafael Manzanarez | |
| contributor author | Marwan Nader | |
| date accessioned | 2017-05-08T21:25:09Z | |
| date available | 2017-05-08T21:25:09Z | |
| date copyright | January 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291084-0702%282004%299%3A1%28101%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50710 | |
| description abstract | Various factors contribute to the difficulty in designing the main suspension cable for the new San Francisco–Oakland Bay Bridge Self-Anchored Suspension Span (or East Bay Bridge Suspension Span). The key factors are bridge design life, cable geometry, cable anchorage layout, cable construction method, and cable corrosion protection system. This paper describes the unique main suspension cable geometry layout for the East Bay Bridge Suspension Span, reviews the available technologies for each of the aforementioned design considerations, and presents the final cable design recommendations. | |
| publisher | American Society of Civil Engineers | |
| title | Suspension Cable Design of the New San Francisco–Oakland Bay Bridge | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 1 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2004)9:1(101) | |
| tree | Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 001 | |
| contenttype | Fulltext | |
