The plastic limit analysis of cylindrical reticulated shells has been studied in this paper.

本文探讨了圆柱形网壳结构的塑性极限分析。

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With considering various geometric sizes of single-layer cylindrical reticulated shells, the effects of rise-to-span and length-to-span to the structural dynamic stability are also analyzed.

选取了几种几何尺寸不同的单层柱面网壳，分析了矢跨比和长跨比对单层柱面网壳动力稳定性能的影响。

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By using the method of the separating variable function, the transverse displacement of the shallow cylindrical reticulated shells were given under the conditions of two edges simple support.

在两对边简支条件下用分离变量函数法给出扁柱面网壳的横向位移。

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