A model on the earthquake effect combination in wind resistant design of high-rise flexible structures is proposed in accordance with the probability method.

基于概率方法建立了高柔结构顺风向抗风设计中，考虑地震作用组合的总水平荷载的计算模型并进行了求解。

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An aeroelastic wind tunnel test was carried out to study the rational wind resistant design method for high-voltage transmission tower-line coupling system.

为研究高压输电塔线体系的合理化抗风设计，进行了气动弹性模型风洞试验。

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