| 超静定桁架结构的有限元计算方法研究及应用 |
| |
| 引用本文： | 吴阿林. 超静定桁架结构的有限元计算方法研究及应用[J]. 浙江科技学院学报, 2003, 15(1): 12-17 |
| |
| 作者姓名： | 吴阿林 |
| |
| 作者单位： | 浙江科技学院,基础部,浙江,杭州,310012 |
| |
| 摘 要： | 基于虚功原理的有限元矩阵方法,推导出求解超静定桁架结构静力分析中的基本未知力的矩阵计算公式,该公式适用于编制程序。中还以斜索桥为例进行计算,并与通用程度计算结果进行了比较。
|
| 关 键 词： | 基本体系 基本结构 有限元方法 静力分析 |
| 文章编号： | 1671-8798(2003)01-0012-06 |
| 修稿时间： | 2002-11-05 |
Research and application of the finite element matrix-force method in the static analysis of the exceed statically determinate truss structure |
| |
| WU A_lin. Research and application of the finite element matrix-force method in the static analysis of the exceed statically determinate truss structure[J]. Journal of Zhejiang University of Science and Technology, 2003, 15(1): 12-17 |
| |
| Authors: | WU A_lin |
| |
| Abstract: | Based on the finite element matrix_force method of the virtal work principle,the matrix_formula in the numeration of the unknown force in the static analysis of the exceed statically determinate truss structure is reasoned and used in programming.It calculates for the static analysis of cable_stayed bridge,and compares with the results of current programs. |
| |
| Keywords: | fundamental system fundamental structure the finite element method static analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
