摘要
利用等截面直杆的三维刚度方程 ,得出结点无线位移空间刚架的力矩分配系数 ,从而将平面问题的力矩分配法引用到空间结构 .该法计算简捷 ,收敛性好 ,可供工程技术人员参考使用 。
Three-dimensional stiffness equations of uniform cross section bar are used so that the monent distribution coefficients for space frame without linear joint displacements are obtained.Hence, the moment distribution method used for plane problems can be used in space structures.The method is simple for calculation and it is rapidly convergent.It can be used both in engineering for reference and in teaching as a supplement to structure theory.
