摘要
以西安长庆石油勘探局科研楼钢结构塔楼工程为背景 ,建立了高楼屋顶上钢结构塔楼的三维空间有限元静力模型和二维串联多自由度的动力模型。讨论了高楼上高塔的振动特性以及安装粘滞性阻尼器对屋顶钢塔风响应的振动控制。研究表明 。
Based on the steel tower of a tall reinforced concrete building in Xi′an,two analytical models are chosen.One is the two dimensional lumped mass dynamic model and the other is the three dimensional finite element static model.The dynamic character of high rise tower and the dynamic control of damper to the wind response of the high rise tower are discussed.The research result shows that the fluid viscous damper for structural control can reduce the vibration response of steel tower under wind excitation effectively.
出处
《钢结构》
2004年第4期41-46,共6页
Steel Construction
关键词
塔楼
钢结构
高楼
屋顶
风振控制
楼顶
静力
西安
长庆石油勘探局
科研
vibration reduction and energy dissipation fluid viscous damper tall building steel tower wind vibration control
