Analysis of Parameters' Sensitiveness of Long-Span Hybrid Girder Cable-Stayed Bridge

Abstract:

In order to improve the construction control precision of long-span hybrid girder cable-stayed bridge, the design parameters such as the weight of girder, the cable tensile force and the stiffness of cable are conducted sensitivity analysis through computing and comparing the influences of these parameters on the deflection of girders, the stress of girders and the cable force in the bridge's completion state. It was shown by the computation results that the main parameters of long-span hybrid girder cable-stayed bridge are the weight of girder and the cable tensile force, the stiffness of cable has a little influence on the completion state of the bridge. With this approach, through modifying the main parameters, while ignoring the influences of the secondary ones, the Jingyue Yangtze River Highway Bridge construction control has been successfully done. The test results show that the cable force and the contour of the bridge are in good state. They are both in the range of control, the relative error of the cable force is less than 3% and the elevation deviation is less than 5mm.

• Periodical: Key Engineering Materials (Volume 517)
• Pages: 817-823
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.517.817
• Online since: June 2012
• Authors: Zhong San Li, Jun Qing Lei, Dong Huang Yan
• Keywords: Bridge Engineering, Construction Control, Design Parameter, Hybrid Girder Cable-Stayed Bridge, Sensitivity Analysis

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