本文将康托·诺维奇法应用于由复杂基底平面构成的简体结构的分析。
Using Kantorovich Method, the tube structures with Complicated plane shape are analyzed in this paper.
在此基础上，本文还论述了简体结构的简化计算，并提出了法向框架的等效柱公式。
Based on the above results the simplified calculation of tube structures has also been discussed, and the equivalent column formula of flange-frame has been presented in this paper.
根据空间薄壁结构理论并考虑简体结构的剪力滞后效应建立了简体结构的位移试函数表达式。
According to the spare thin-walled structure theory, the displacement trial functions are given by taking the "shear lag effect" into account.
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