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Spatial Analysis of Continuous Rigid Frame High Pier under Completed Bridge State

机译:完成桥态下连续刚性框高码头的空间分析

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The continuous rigid frame bridge was taken as a typical background, considering the horizontal alignment curvature of the continuous rigid frame bridge space by the force, by selecting a different radius of curvature and height of piers, using the finite element program to the completed bridge state into the curve of the high continuous rigid frame bridge pier stress and deformation analysis, focused on the effects of curvature and height of piers. Analysis of it, provided the design suggestions for the curve corresponding rigid frame bridge.
机译:将连续的刚性框架桥作为典型背景,通过选择不同的曲面半径和码头的高度,使用有限元程序到完成的桥状态来考虑连续刚性框架桥空间的水平对准曲率。进入高连续刚性框架桥墩应力和变形分析的曲线,重点关注曲率和桥墩高度的影响。对其进行分析,为曲线对应的刚性框架桥提供了设计建议。

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