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奥克兰翻译参考.pdf

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Suspension Cable Design of the New San Francisco–Oakland Bay Bridge 1 2 3 John Sun, P.E. ; Rafael Manzanarez, P.E. ; and Marwan Nader, P.E. . d e v r e s Abstract: Various factors contribute to the difficulty in designing the main suspension cable for the new San Francisco–Oakland Bay e r s t Bridge Self-Anchored Suspension Span or East Bay Bridge Suspension Span. The key factors are bridge design life, cable geometry, h g i r cable anchorage layout, cable construction method, and cable corrosion protection system. This paper describes the unique main suspen- l l a ; sion cable geometry layout for the East Bay Bridge Suspension Span, reviews the available technologies for each of the aforementioned y l n design considerations, and presents the final cable design recommendations. o e s u DOI: 10.1061/ASCE 1084-070220049:1101 l a n o s CE Database subject headings: Bridges, suspension; California; San Francisco; Cables; Design. r e p r o F . E Introduction as the east splay saddles are rather different. With the tower C S saddle trough facing nearly upward, and the west and east devia- A t The selected signature span for the East Bay Bridge Suspension h tion saddle trough facing sideway, cable twist up to 100°, as g i r Span is

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