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。
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.
目前网壳结构的研究主要集中在静力稳定性能，对其抗震性能研究进行的较少。
Most researches of reticulated shell focuses on static stability behaviors, but not on seismic behaviors.
详细讨论、分析了涉及灾害性天气预报的理论模式的稳定性，这些模式包括：非静力完全弹性方程组、滞弹性方程组。
Stability related to theoretical model for catastrophic weather prediction that includes non-hydrostatic perfect elastic model, anelastic model was discussed and analyzed in detail.
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