摘要
本文应用梁的弯矩通用方程推导出解等截面静不定梁通用矩阵方程,它适用于求解各种类型静不定梁的约束反力、弯曲内力和弯曲变形。该方法易于编制程序,进行计算机处理。
On the basis of the general bending moment of beam the general matrix equation has been derived in this paper. It can be used to compute the reactions of the constraints, the bending internal force and the bending deformation for all classes of staticallg indeterminate prismatic beams. The computing program of the equation can be easily designed
出处
《西北纺织工学院学报》
1989年第3期71-79,共9页
Journal of Northwest Institute of Textile Science and Technology
关键词
等截面
静不定梁
约束反力
弯矩
矩阵方程
Statically indeterminate prismatic beam
Reaction of the Constraint
Bending moment
