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- W2354339706 abstract "Nanjing Dashengguan Yangtze River Bridge is a continuous steel truss arch bridge with a main span of 2×336 m and three main trusses structures.The bridge deck is of orthotropic plates and it is very difficult to erect the steel girders.Two methods was compared for the erection of steel girders,one is that arch is firstly erected and then tie rods,and the other is that arch and tie rods are erected simultaneously,and the latter was finally adopted for this bridge.The steel girders of the bridge were erected from side spans to the mid-span,and the mid-span was closed up after the closure of side spans.Calculation was carried out for the key erection conditions of steel girder segments.In addition,calculation and analysis was also conducted for the horizontal chords and the closure of main arch.On this basis,a practicable method of closure was worked out and implemented,which led to final accurate closure of the steel girders." @default.
- W2354339706 created "2016-06-24" @default.
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- W2354339706 date "2010-01-01" @default.
- W2354339706 modified "2023-09-28" @default.
- W2354339706 title "Design and Calculation for Erection of Steel Girders of Nanjing Dashengguan Yangtze River Bridge" @default.
- W2354339706 hasPublicationYear "2010" @default.
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