摘要
刚架桥以其独特的结构特点在跨越既有道路时有广泛的应用。以某新建铁路为工程背景,根据现场的工程概况,设计采用了不同跨度、净高、斜交角度的刚架桥。基于Midas板单元建立模型,分析刚架桥的受力特性,然后配筋计算,得出较为合理的配筋计算结果,可为类似工程提供参考。
A rigid-frame bridge is widely used in crossing the existing roads because of its unique structural characteristics.Taking a new railway as the engineering background,according to the engineering situation of the site,the rigid-frame bridge with the different spans,clear height and skew angle is designed.Based on MIDAS plate element,the model is established to analyze the mechanical characteristics of the rigid-frame bridge,and then the reinforcement calculation is carried out to obtain more reasonable reinforcement calculation results,which can provide reference for the similar projects.
出处
《城市道桥与防洪》
2021年第12期58-60,M0008,共4页
Urban Roads Bridges & Flood Control
关键词
刚架桥
跨度
净高
斜交角度
有限元模型
受力特性
配筋计算
rigid-frame bridge
span
clear height
skew angle
finite element model
mechanical characteristics
reinforcement calculation.