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Numerical verification of geometry control method of the construction for super-span cable-stayed bridge
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作者 Huang Can Zhao Lei Bu Yizhi 《Engineering Sciences》 2012年第4期57-60,共4页
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 st... 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 geo- metric 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 ~eometrv control method. 展开更多
关键词 cable-stayed bridge geometry control method geometric nonlinearity numerical verification
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