The paper deals with the problem of limit analysis of structures of combined axisymmetrical thin shells of revolution.

本文研究旋转轴对称组合壳体结构的极限分析问题。

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And this element may become a circumferential stiffening members of the stiffened thin shells of revolution in the structure stability analysis.

在结构稳定性分析中，它又可以作为加筋旋转薄壳的一个环向单元。

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As a type of combined thin-walled shells of revolution on local supports, the structure behavior and failure criteria of silos supported on engaged columns are very complex.

作为一种非均匀支承条件下的组合旋转薄壳结构，仓壁柱承钢筒仓的受力行为与破坏准则相当复杂。

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