本文以平面應力分析法求取鋼筋混凝土桿件之勁度矩陣，此方法可模擬鋼筋之分布與數量，並可包含離散分布的裂縫。文中以兩種不同流程進行推導，所得結果以三個不同例題加以比較。此法不單可模擬複合材料與裂縫，並可正確反應出軸力與彎矩的交互
影響關像。 The plane stress analysis is used to develop the stiffness matrix of a frame member. The reinforcement and cracks can be simulated in this analysis. Two procedures were used to derive the stiffness matrix. Their results are compared in three examples. The interaction of axial force and moment can be shown correctly in the derived stiffness matrices.
關聯:
九十六年電子計算機於土木水利工程應用研討會論文集=Proceedings of 2007 Conference on Computer Application in civil & Hydraulic Engineering，頁515-520
