1、毕业设计 外文翻译 题 目 跨 越 世 纪 之 桥 专 业 土木工程（桥梁） 班 级 2007 级 3 班 学 生 陈 博 指导教师 刘 东 重 庆 交 通 大 学 2011 年 6 月 A Bridge For All Centuries An extremely long-and record setting-main span was designed for the second bridge to across the Panama Canal in order to meet the owner s requirement that no piers be placed in th
2、e water.Because no disruption of canal traffic was permitted at any time,the cable-stayed bridge of cast-in-place cancrete was carefully constructed using the balanced-cantilever method. In 1962 ,the Bridge of Americas(Puente de las America) opened to traffic,serving as the only fixed link across th
3、e Panama Canal .The bridge was designed to carry 60,000 vehicles per day on four lanes, but it has beenoperating above its capacity for many years.Toalleviate bottlenecks on the route that the bridge carries over the canal-the Pan-American Highway(Inter-American Highway)-and promotegrowth on the wes
4、tern side of Panama,the country s Ministry of Public Works(Ministerio de Obras Publicas,or MOP )decided to build a new highway systerm linking the northern part of Panama City,on the eastern side of the canal, to the town of Arraijan,located on the western side of the canal.The Centennial Bridge nam
5、ed to commemorate 100 years of Panamanian independence-has noe been constructed and, when opend, will carry six lanes of traffic. This cable-stayed bridge of cast-in-place cancrete features a main span of 420m,the longest such span for this type of bridge in the Western Hemisphere. In 200 the MOP in
6、vited international bridge design firms to compete for the design of the crossing, requesting a two-package proposal:one techinical, the other financial. A total of eight proposals were received by December 2000 from established bridge design firms all over the world. After short-listing three firms
7、 on the basis of the technical merits of their proposals, the MOP selected T.Y.Lin International, of San Francisco, to prepare the bridge design and provide field construction support based on the firm s financial package. The Centennial Bridge desige process was unique and aggressive,incorporating
8、concepts from the traditional design/build/bid method, the design/build method , and the sa-called fast-track design process.To complete the construction on time-that is ,within just 27 months-the design of the bridge was carried out to a level of 30 percent before construction bidding began, in Dec
9、ember 2001.The selected contractor-the Wiesbaden,Germany,office of Bilfinger Berger,AG-was brought on board immediately after being selected by the MOP ,just as would be the case in a fast-track approach. The desige of the bridge was then completed in conjunction with construction , a process that i
10、d similan to desige/build. The design selected by the client features two single-mast towers,each supporting two sets of stay cables that align in one vertical plane.Concrete was used to construct both the towers and the box girder deck,as well as the approach structures. The MOP , in conjunction wi
11、th the Panama Canal Authority,established the following requirements for the bridge design : A 420m,the minimum length for the main span to accommodate the recently widened Gaillard Cut,a narrow portion of the canal crossing the Continental Divide that was straightened and widened to 275m in 2002； A
12、 navigational envelope consisting of 80m of vertical clearance and 70m of horizontal clearance to accommodate the safe passage of a crane of World War 11 vintage-a gift from the U.S.government that is used by the Panama Canal Authority to maintain the canal gates and facilities； A roadway wide enoug
13、h to carry six lanes of traffic, three in each direction； A deck able to accommodate a 1.5m wide pedestrian walkway； A design that would adhere to the American Association of State Highway and Transportation Official standard for a 100-year service life and offer HS-25 truck loading； A structure tha
14、t could carry two 0.6m dianeter water lines； A construction method that would not cross the canal at any time or interrupt canal operationa in any way. Because of the bridge s long main span and the potential for strong seismic activity in the area,no single building code covered all aspects of the
15、project.Therefore the team from T.Y. Lin International determinded which portions of several standard bridge specifications were applicable and which were not.The following design codes were used in developing the design criteria for the bridge， it is standard specifications for highway bridge ,16th
16、 ed,1996 It was paramount that the towers of the cable-stayed structucture be erected on land to avoid potential ship collision and the need to construct expensive deep foundation in water. However, geological maps and boring logs produced during the preliminary design phrase revealed that the east and west banks of the canal, where the towers were to be located, featured
