This paper provides the structural stability analysis considering geometric nonlinearity on the prebuckling path by the finite element method.

本文采用有限元法分析考虑前屈曲几何非线性影响的结构稳定性。

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Then again, with valid questionnaires this paper makes use of linear Structural Equation Modeling fitting analysis and causal link between the path analysis.

再然后，结合得到的有效问卷数据，利用线性结构方程进行模型的拟合度分析和因果关系路径分析。

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