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- W2372612854 abstract "The approach bridge of the Jiashao Bridge over the north shore water area is a continuous rigid-frame bridge with 70-m equal spans arranged in 13 continuous units.The main girder of the bridge is the two-cell,single box and inclined web segmental girder that is precast and assembled by the short line match method.To ensure the precision of precasting and assembling,the finite element software is used to analyze the parameters of the self weight and rigidity of the girder segments,controlled stress of the prestressing tensioning,frictional coefficients of the prestressing ducts,relaxation coefficients of the prestressing tendons,days of the girder segment storage and also sensitivity of influence of the construction load and temperatures on the geometric shapes of the girder precasting and on the maximum cantilever of a single T-frame.The results of the analysis show that the major factor having influence on the geometric shape of the precasting is the self weight of the girder segments and the controlled stress of the prestressing tensioning while the factor having influence on the geometric shape of the maximum cantilever of the single T-frame is the temporary construction load and the self weight of the girder segments." @default.
- W2372612854 created "2016-06-24" @default.
- W2372612854 creator A5088399401 @default.
- W2372612854 date "2010-01-01" @default.
- W2372612854 modified "2023-09-25" @default.
- W2372612854 title "Analysis of Influential Parameters in Geometric Shape Control of Precasting and Assembling Construction by Short Line Match Method" @default.
- W2372612854 hasPublicationYear "2010" @default.
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