摘要
本文提出一种结构位移计算的方法─—广义刚度法，运用这一方法可以简化阶梯形截面梁的位移图乘计算．
In this paper,a method of generalized stiffness for calculating the structure dis-placement has been presented,it may simplify the displacement calculation of a beam withstep cross-section by graphical multiplication.
出处
《河海大学常州分校学报》
2000年第2期6-9,共4页
Journal of Hohai University Changzhou
关键词
广义刚度
阶梯形截面梁
位移计算
图乘法
generalized stifflness
beam with step cross-section
displacement calculation
graphical multiplication method
