| 奇异函数建立梁挠曲线初参数方程的方法 |
| |
| 引用本文： | 王吉民. 奇异函数建立梁挠曲线初参数方程的方法[J]. 浙江科技学院学报, 2002, 14(4): 33-36 |
| |
| 作者姓名： | 王吉民 |
| |
| 作者单位： | 浙江科技学院,土木工程学系,浙江,杭州,310012 |
| |
| 摘 要： | 介绍了奇异函数的特点,通过奇异函数给出了作用在梁上常见的几种外荷载的线分布集度的表达式,建立了梁的挠曲线的初参数方程,最后介绍了该方法的应用分析实例。
|
| 关 键 词： | 奇异函数 挠曲线 初参数方程 |
| 文章编号： | 1671-8798(2002)04-0033-04 |
| 修稿时间： | 2002-05-10 |
Method of establishing the deflection curve of a beam by singularity functions |
| |
| WANG Ji|min. Method of establishing the deflection curve of a beam by singularity functions[J]. Journal of Zhejiang University of Science and Technology, 2002, 14(4): 33-36 |
| |
| Authors: | WANG Ji|min |
| |
| Abstract: | The characteristic of singularity function is introduced. Some expressions of load of line|distributed intensity are established by use of singularity function, and the initial parameter equation of deflection curve of a beam is presented. Finally, two application examples are analyzed. |
| |
| Keywords: | singularity function deflection curve initial parameter equation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
