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铁岭体育馆工程是局部带有大悬挑平台的单层网壳结构工程。
The Tieling Gymnasium is a steel single-layer shell structure with a large overhang platform.
借助结构缺陷稳定分析的改进随机缺陷法，研究了单层网壳结构的缺陷敏感区域。
The advanced stochastic imperfection method is used to research the imperfection sensitive region of single-layer latticed domes.
为了保证单层网壳结构的使用安全，有必要研究其在随机风荷载作用下结构的抗疲劳性能。
To ensure the safety of the single layer reticulated shell, it is necessary to analyze the fatigue-resisting performance of the single layer reticulated shell under the stochastic wind loads.
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