摘要
用力矩分配法求解连续梁的结果是一种近似解,本文对子结构进行分析,利用力矩分配法的概念,提出了连续梁的一种新算法,不需解方程即可得到连续梁的精确解,而且计算更快捷,应用更方便。
The calculation result of multiple continuous girders given by traditional moment allocation method is only an approximate solution. By the analysis of substructures and according to the concept of conventional moment allocation method,this paper presents a quick analysis proeedure for multi-span eontinuous girders. The result obtained is more accurate,and the process of analysis is more quick and convenient in comparison with the conventional moment allocation method.
出处
《石家庄铁道学院学报》
1997年第1期35-39,共5页
Journal of Shijiazhuang Railway Institute
关键词
连续梁
力矩分配法
子结构
精确解
continuous girder
moment allocation method
substructrre