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- W2374912563 abstract "The Baling River Bridge is a single span two-hinged steel truss girder bridge with a main span 1 088 m.The truss girder of the bridge is erected by deck crane by the hinged step-by-step rigid connection method from the towers towards the midspan.In consideration that both the deformation of the main cables and variation of hauling amount and hauling forces at the front end of the girder will be great in the construction process,the steel truss girder should be vertically hauled to a certain height for the installation of suspenders.To establish a rational hauling scheme,the MIDAS software was adopted to calculate the suspender hauling force that could haul the steel truss girder to its designated location in each scheme,and also to make optimization analysis for the hauling force of steel truss girder.The results of the analysis indicate that the scheme of the two-point hauling for the critical truss blocks and the one-point hauling for the common blocks can well satisfy the construction safety and construction progress and the actual hauling forces can be determined in terms of 1.16～1.20 times of the cable forces in the suspenders at the front end of the girder at that construction stage." @default.
- W2374912563 created "2016-06-24" @default.
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- W2374912563 date "2011-01-01" @default.
- W2374912563 modified "2023-09-25" @default.
- W2374912563 title "Research of Hauling Scheme for Steel Truss Girder of Baling River Bridge" @default.
- W2374912563 hasPublicationYear "2011" @default.
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