It analyzes the changing procedure of the safety factor of the pole and tower foundation tipping stabilization. The improvement suggestion has been given.

对杆塔基础倾覆稳定安全系数作了历史演变过程的分析，并提出自己的观点及改进意见。

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The static stabilization of the tower-line system has been analysedwith the dynamic wind coefficient and shape coefficient that been obtained from wind tunnel test.

利用风洞实验所得的体型系数和风振系数对塔线耦合体系进行静力稳定性分析。

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