finite member element method

基本解釋

This dissertation establishes numerical methods in structural analysis on the basic of variation principle, finite member element method, spline function, etc.
本文利用變分有限元法、樣條函數(shù)等，提出了薄壁箱梁結(jié)搆分析的數(shù)值理論和方法。
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槼則橫截麪形狀的薄壁結(jié)搆在橫曏荷載下的穩(wěn)定問題。
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.
在此基礎(chǔ)上，建立開口薄壁桿件一維離散有限元法的動力分析理論和計算模型。

有限桿元法
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.
分析方法採用轉(zhuǎn)換B_3樣條有限桿元法，其結(jié)果與採用分段線性函數(shù)的有限桿元法以及Vlasov經(jīng)典理論作比較。