用手算傾角撓度法之困難之一為忽略軸向變形條件下受力後各節點移動量計算。節點移動量與傾角撓度法公式有關。另外,針對各節點移動變數對應之平衡方程式之求取更困難。本文針對上述二個難題提出用電腦程式解決方法。 It is hard to include the assumption of neglecting axial deformation in slope-deflection method. The nodal displacements are related to the basic formulation. It is even harder to establish the equilibrium equations corresponding to the translational displacements. A computer program was developed in this study to solve those two problems.
關聯:
九十四年電子計算機於土木水利工程應用研討會論文集(I)=Proceedings of the conference on computer applications in civil & hydraulic engineering,頁79-83