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西安某科研楼顶钢结构塔楼减震控制研究

Earthquake-Induced Vibration Control and its Application in Steel Tower on a Reinforced Concrete Tall Building

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【作者】 陈道政李爱群张志强杨蔚彪

【Author】 CHEN Dao-zheng (College of Civil and Architectural Engineering, He Fei University of Technology, Hefei 230009,China) LI Ai-qun,ZHANG Zhi-qiang(College of Civil Engineering, Southeast University ,Nanjing 210096,China) YANG Wei-biao(Central Research Institute of Building and Construction,MMC GROUP,Beijing 100041,China)$$$$

【机构】 合肥工业大学土木建筑学院东南大学土木工程学院中冶集团建筑研究总院 合肥230009南京210096北京100041

【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高塔地震响应的振动控制。研究表明 ,安装粘滞阻尼器可以有效地抑制高塔在强震作用下的地震响应

【Abstract】 Based on the design of the steel tower on a reinforced concrete tall building in xi’an, two analytical models were chosen in this paper. One is the two-dimensional lumped mass dynamic model and the other is the three-dimensional finite element static model. Then, the dynamic characteristics of the steel tower and the control of the dynamic response for the steel with the fluid viscous damper tower are discussed. The research results show that the fluid viscous damper for structural control can reduce the vibration response of steel tower under earthquake excitation effectively.

  • 【文献出处】 建筑科学 ,Building Science , 编辑部邮箱 ,2004年03期
  • 【分类号】TU352.12
  • 【被引频次】28
  • 【下载频次】201
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