摘要
本文考虑弯扭耦合效应,对刚接梁法原理进行修正,给出一种弯桥荷载横向分布的实用分析方法.
The principle of rigid beam method,considering the coupling effect of Dending-twisting in curred girder,has been modified.In this paper,a practical analytic method for loading lateral distribution of curved bridge is obtained.
出处
《河北工学院学报》
1989年第4期31-38,共8页
Journal of Hubei Polytechnic University
