摘要
本文用转角位移方程导出了满足无剪力分配法条件之结构中各杆端弯矩之间的关系式，可用来校核用各种方法计算此类结构所得的结果。
he relation of bending moments at the ends of bars is given in this paper by slope-deflection equation for being content with conditions of non-shear distribution method. It may be used to examine the computational results of those structures with various methods.
出处
《西安矿业学院学报》
北大核心
1995年第1期76-81,共6页
Journal of Xi'an University of Science & Technology
关键词
转角位移方程
杆端弯矩
剪力静定
slope-deflection equation
bar bending moment
shear force statically determinant
