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浅液矩形TLD对地震作用下高层振动的控制

Study on vibration control of tall structures under earthquake using shallow rectangular TLD
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摘要 在研究TLD减振耗能机理的基础上,分别分析了TLD的主要设计参数,即频率比、深度比及质量比对控制效果的影响,由此给出了对TLD进行有效设计的主要步骤,说明了只要对TLD各参数合理调整,就可以很好地控制结构在地震作用下的响应。 On the basis of studying the vibration attenuation and energy dissipation mechanism of TLD, this paper analyzes the influence of vibration control with the key parameters of it in design respectively, such as frequency ratio, depth ratio and mass ratio. Furthermore, steps are given for an efficient design of a TLD. So if a TLD is considered to be properly designed, it will significantly reduce a structure' s response under earthquake.
出处 《山西建筑》 2007年第9期12-13,共2页 Shanxi Architecture
关键词 TED 高层结构 地震作用 振动控制 TLD, tall structure, earthquake response, vibration control
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参考文献4

  • 1Yamamoto K,Kawahara M.Structural oscillation control using tuned liquid damper[J].Computer & Structure,1999(71):435-446.
  • 2Chang PM,Lou JYK,Lutes LD.Model identification and control of a tuned liquid damper[J].Engineering Structure,1998,20(3):155-163.
  • 3Koh CG,Mahatma S,Wang CM.Theoretical and experimental studies on rectangular tuned liquid dampers under arbitrary excitations[J].Earthquake Engineering and Structural Dynamics,1994(23):17-31.
  • 4Sun LM,Fujino Y,Pacheco BM,et al.Modelling of tuned liquid damper(TLD)[C].Proceeding of 8th International Conference on Wind Engineering,IAWE,London,Canada,1991.1 883-1 894.

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