摘要
用分离变量函数求解弹性地基柱坐标板的方程。用Ｔｏｍｓｏｎ函数给出板挠度的一般表达式。从而求出各种荷载及边界条件的板结构的内力。
his paper uses separating functions to solve equations of cylindrical coordinate and concrete plates,and gives a general formula of the deflexion with Tomson function.Then the internal forces of the structure under any load and boundary conditions can be obtained.
出处
《贵州工业大学学报（自然科学版）》
CAS
1997年第A10期40-44,共5页
Journal of Guizhou University of Technology(Natural Science Edition)
关键词
弹性地基
柱坐标
挠度方程
汤姆生函数
lastic foundation
cylindrical coordinate
deflective equation
Tomson function
