The wind-resistant design of structures is also being transited form the deterministic pattern to a reliability theory based probabilistic assessment.
结构抗风设计也正从确定性方式向基于可靠性理论的概率性评价过渡。
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。
The equivalent static wind load (ESWL) is important for the wind-resistant design of practical structures. The wind-load codes of different countries and areas are different.
静力等效风荷载是结构抗风设计的重要内容，不同国家和地区的风荷载规范不同。
应用推荐