摘要
提出了一种基于杆系结构理论，构造曲线连续箱梁结构空间效应影响面的方法，解决了活载二维加载问题。
A method of constituting influence surface on the structural space responses of cured continuous box girders was proposed in this paper.This method is based on the theory of member system,so the problem of loading in 2 dimensions can be resolved by this method conveniently.
出处
《桥梁建设》
EI
CSCD
北大核心
1999年第2期61-64,共4页
Bridge Construction
关键词
连续梁桥
曲线连续箱梁桥
杆系结构
空间效应
curved beam
continuous beam
box beam
loading analysis
theory of member system
structural analysis
