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- W2384651134 abstract "The main bridge of the Wusong Bridge in Jilin City is a 5-span continuous concrete self-anchored suspension bridge with span arrangement(35+68+150+68+35) m.A summarized account of the design and calculation of the main bridge is presented herewith.On the bridge,the transverse and vertical bearings and the longitudinal dampers are arranged in between the stiffening girder and towers.The girder is of a concrete 3-cell single box section,the depth of a typical segment of the girder is 2.5 m and towards the anchorage sections at the side spans,the segments of the girder gradually change into a depth of 6.5 m.A tower of the bridge is a concrete portal frame structure that is 54 m in height and the tower columns and the cross beams on the towers are all of rectangular hollow sections.Beneath a tower pier are the pile caps of separation type and each pile cap is supported by 9 nos.of 2.0 m bored piles.The main cables are respectively made up of 5.1 mm galvanized high strength steel wires and the hanger cables are of 7.0 mm low relaxation galvanized high strength parallel steel wires.In the design,the finite element software MIDAS Civil 2006,the nonlinear analysis software BNLAS for suspension bridge and the plane program SCDS are employed to calculate and analyze the bridge.The results of the calculation and analysis indicate that all checking calculation made for the bridge can conform to the relevant requirements in the codes." @default.
- W2384651134 created "2016-06-24" @default.
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- W2384651134 date "2011-01-01" @default.
- W2384651134 modified "2023-09-23" @default.
- W2384651134 title "Design of Concrete Self-Anchored Suspension Bridge of Wusong Bridge in Jilin City" @default.
- W2384651134 hasPublicationYear "2011" @default.
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