finite member element method

基本解释

This dissertation establishes numerical methods in structural analysis on the basic of variation principle, finite member element method, spline function, etc.
本文利用变分有限元法、样条函数等，提出了薄壁箱梁结构分析的数值理论和方法。
The main content of this thesis is lateral buckling analysis of thin-walled structures with irregular cross section by transformed 63 spline finite member element method.
本文主要分析了具有不规则横截面形状的薄壁结构在横向荷载下的稳定问题。
One-dimensional discrete finite member element method which is based on Hamilton Theory is applied on the theoretical and numerical dynamic analysis of the open section thin-walled beams.
在此基础上，建立开口薄壁杆件一维离散有限元法的动力分析理论和计算模型。

有限杆元法
The results of this method are compared with those of finite member element method adopting linear functions as interpolation functions and those of Classical theory.
分析方法采用转换B_3样条有限杆元法，其结果与采用分段线性函数的有限杆元法以及Vlasov经典理论作比较。