摘要
以靖远黄河大桥这一五跨连续刚构箱梁桥为工程背景,运用当量截面法计算靖远桥的剪力滞系数。分析其简化计算,将结果与ANSYS分析结果进行比较。
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.
出处
《河南城建学院学报》
CAS
2012年第4期8-10,共3页
Journal of Henan University of Urban Construction
关键词
箱梁
当量截面法
剪力滞效应
box bride
equivalent section method
shear lag effect
