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本文针对锥形单管塔这种空间薄壳结构进行了静力分析。比较了此种结构在设计荷载作用下非线性与线性计算的结果；获得了单管塔在风载作用下的荷载－位移曲线、极限承载力、失稳类型判定方法等，对同类工程的分析具有一定的参考意义。
In this paper, the static analysis of a conical single-tube tower with space-shell structure is carried out. The results of nonlinear and linear calculation of this structure under design loads were compared. The load-displacement curve, ultimate bearing capacity and method of determining the type of instability of single-tube tower under wind load were obtained. The analysis of similar projects Has a certain reference value.