论文部分内容阅读
本文以某三塔斜拉-自锚悬索桥为研究对象,基于有限元建模方法,分析了该类型三塔斜拉-自锚悬索桥成桥状态下索力及吊杆力的分布情况、整体刚度及动力特性。并对该类型桥梁设计提出建议。
In this paper, a three-tower cable-stayed-self-anchored suspension bridge is taken as the research object. Based on the finite element modeling method, the distribution of cable force and boom force under the condition of the bridge is analyzed. The overall stiffness And dynamic characteristics. And make suggestions on this type of bridge design.