河南城建学院学报2012，Vol.21Issue(4)：8-10,3.
连续刚构箱梁剪力滞效应分析
Shear lag effect analysis in box girder of continuous rigid-frame bridge
李头坤 1郭觊 2周世军3
作者信息
- 1. 北京铁路局北京工务段,北京100077
- 2. 武汉铁路局武汉桥工段,湖北武汉430000
- 3. 重庆大学土木工程学院,重庆404100
- 折叠
摘要
Abstract
Based on Jingyuan Yellow River Bridge, a continuous rigid-frame bridge with five spans, this thesis used the equivalent uniform section methoa to solve the shear lag factor of the bridge. And ANSYS is used to solve the shear-lag effect. Then, these two results are compared in detail.关键词
箱梁/当量截面法/剪力滞效应Key words
box bride/equivalent section method/shear lag effect分类
交通工程引用本文复制引用
李头坤,郭觊,周世军..连续刚构箱梁剪力滞效应分析[J].河南城建学院学报,2012,21(4):8-10,3.
