摘要
提出了塔结构风振反应最大值分布的统计分析方法。文中依随机过程模拟理论建立了多维人造脉动风样本的产生方法，通过结构风振反应峰值概率分布函数的统计分析就可算得塔结构的抗风动力可靠性。
This paper presents a statistical analysis method on extreme distribution of the wind vibration responses for tower structure under wind loads. The production way of synthetic multidegree of freedom pulse wind sample is developed according to simulation theory of random process, thus the dynamic reliability for tower structure under wind loads can be calculated by the statistical analyses.
关键词
塔结构
风振反应
最大值分布
统计分析
tower structure
wind vibration response
simulation theory
wind sample
