摘要
本文利用位移工等定理,挠度转角之间的关系及达加原理,使用单位载荷挠曲线方程,可以方便地求得单跨梁任意处的挠度、转角。
Byusing the reciprocal displacement theorles,the relationship between the deflection and the angles of the rotation and the principles of the supersition, it was convenient to find the displacement at any point and the angles of the rotation at any cross section of the single span beam through by means of the deflection curve equation.
出处
《陕西理工学院学报(自然科学版)》
1995年第2期75-80,共6页
Journal of Shananxi University of Technology:Natural Science Edition
关键词
位移互等定理
挠曲线
单位载荷
The reciproeal displacement theories
Deflection curve
The Unit load