大跨径预应力混凝土连续刚构桥悬浇法线性控制

摘要

以松柏山大桥为例，采用 MIDAS 软件建立了计算模型，对大跨径预应力混凝土连续刚构桥悬浇法线性控制进行了计算分析，为桥梁的后期建设提供了理论的立模标高数据。%Taking Songbai Mountain bridge as an example,this paper established the calculation model using MIDAS software,made calculation and analysis on cantilever method linear control of large span pre-stressed concrete continuous rigid frame bridge,provided theory vertical mold elevation data for post bridge construction.