它的细长结构是由一个木盒子分开。
基于上述理论,开发了可考虑几何非线性效应的细长结构稳定性分析软件。
Based on the above theory, finite element software is developed to analyze the geometrically nonlinear stability of slender structure.
本文在综合现有结构稳定性研究成果的基础上,结合起重机臂架实例,对细长结构的稳定性进行了研究。
Based on the existing research results of structural stability, stability of slender structure is studied in this paper with the actual example of crane boom.
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