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。
High-rise structure is a kind of structures whose height-to-width ratio is quite large with comparatively flexible bending stiffness.
高耸结构是一种高宽比较大，结构抗弯刚度相对较柔的构筑物。
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