薄壁桥台台身设计尺寸的计算及分析

Calculation and analysis on thin-walled abutment design size

结合具体的工程实例,对台身厚度为0.6 m与台身加厚至0.7 m两种工况下的台身受力情况进行了计算,并对其永久作用效应、偶然作用效应及计算结果进行了比较分析,得出了有意义的结论。

Combining with the specific engineering example, the paper calculates the stress conditions of the abutment with the thickness of 0.6 m and 0.7m, and comparatively analyzes its eternal effect, accidental action and calculation effect, and finally draws meaningful conclusions.