漳州战备大桥主塔鞍座处节段模型试验研究

Section Model Test Research in Saddles of Zhangzhou War Preparation Bridge

漳州战备大桥主桥为预应力混凝土部分斜拉桥 ,主塔采用索鞍结构。介绍该主塔鞍座模型试验 ,研究鞍座处的受力特点及应力分布 ,并对主塔鞍座进行有限元空间分析。

Main tower of Zhangzhou War Preparation Bridge use cable saddles structure, the structure behaviors are researched by the model test of tower saddles, and the tower saddles are carried out by the finite element spatial analysis, the test results show the stress distribution of tower saddles.