This paper presents a statistical analysis method on extreme distribution of the wind vibration responses for tower structure under wind loads.
提出了塔结构风振反应最大值分布的统计分析方法。
This paper has worked out the vibration equation of cable truss by treating it as a discrete system and solved the vibration frequency and the displacement responses under stochastic wind loading.
本文采用离散理论求得索桁架的振动方程，进一步可求得在随机风荷载作用下索桁架结构的振动频率及其位移响应。
As far as the vibration control of Bridges is concerned, most attentions are paid to the dynamic responses subjected to wind loads or seismic excitations.
对于桥梁结构振动响应的控制研究，目前多集中于地震和风振响应控制。
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