摘要
讨论了任意变截面杆件的拉伸和弯曲。文中导出了单元和节点的正确传递矩阵公式并根据传递矩阵原理获得了杆件静力分析的公式。
In this paper, the tension and bending of bar with arbitrary variable cross section is discussed. The exact transfer matrix formulae of element and node are derived and the formulae of statics analysis for bars are obtained according to transfer matrix principle. Calculation results demonstrate that the solutions in thi paper are in good agreement with analytical solutions.
出处
《山东建筑工程学院学报》
1996年第4期13-18,共6页
Journal of Shandong Institute of Architecture and Engineering
关键词
传递矩阵法
杆件
拉伸
弯曲
静力分析
transfer matrix method
bars with variable cross section
tension
bending
