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Numerical verification of geometry control method of the construction for super span cable stayed bridge
Authors:Huang Can  Zhao Lei  Bu Yizhi
Affiliation:1. CCCC Second Harbour Engineering Company Ltd., Wuhan 430043, China; 2. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China;School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China;School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Abstract:Taking Sutong Bridge as the object investigated, the correctness of the geometry control method is verified by numerical simulation analysis. Taking the impact of geometric nonlinearity into account, the impacts of structural geometric profile induced by temporary loads and temperature field during the construction procedure are investigated. The simulation results indicate that only the stage state of the structure during construction is affected. Satisfied outcome of construction control can be achieved based on geometry control method.
Keywords:cable stayed bridge   geometry control method   geometric nonlinearity   numerical verification
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