期刊文献+

内置挡板调谐液体阻尼器对高层结构的地震反应控制研究 被引量:2

Research on Seismic Responses of High-rise Structures Controlled by Tuned Liquid Damper Embedded Baffles
下载PDF
导出
摘要 提出一种新型调谐液体阻尼器——内置横向挡板的调谐液体阻尼器(TLDEB)。通过在普通调谐液体阻尼器(TLD)装置中设置横向挡板,使液体绕流时产生附加阻尼来增强其耗能作用,以改善TLD对高层建筑的减振效果。结合经典势流理论以及能量耗散原理推导了TLDEB的等效位移、附加阻尼比,并对其进行了等效线性化。以某实际高层建筑结构作为算例,通过对地面随机激励和地震波激励的数值仿真来验证TLDEB的减振效果。结果表明:TLDEB可有效地增大结构阻尼,具有比普通TLD更优良的减振控制效果。 A new tuned liquid damper device, tuned liquid damper embedded baffles (TI.DEB), was proposed to increase energy dissipation through setting transverse baffles in a common tuned liquid damper (TLD) device. The proposed TLDEB was expected to achieve a better control performance for a high-rise building under earthquakes than an common TLD. The equivalent displacement, additional damping ratio and its equivalent linearization of a TLDEB were formulated by using classic potential-flow theory and principle of energy dissipation. A real high-rise building structure was used as a numerical example to demonstrate the damping effectiveness of the proposed TLDEB system subjected to ground random excitation and earthquake wave excitation. The results indicate that TLDEB is capable of improving the structural damping and it has more excellent damping effectiveness than common TLD.
出处 《建筑科学与工程学报》 CAS 2009年第1期75-79,共5页 Journal of Architecture and Civil Engineering
基金 国家自然科学基金项目(50608021) 教育部高等学校博士学科点专项科研基金项目(20061078001)
关键词 内置挡板调谐液体阻尼器 结构控制 阻尼特性 高层建筑 仿真分析 地震反应 TLDEB structural control damping characteristic high-rise building simulation analysis seimic response
  • 相关文献

参考文献13

  • 1SOONG T T,DARGUSH G F. Passive Energy Dissi- pation System in Structural Engineering[M]. New York : John Wiley & Sons, 1997.
  • 2NOJI T, YOSHIDA H, TATSUMI E, et al. Study on Vibration Control Damper Utilizing Sloshing of Water [J]. Journal of Wind Engineering and Industrial Aero dynamics, 1988,37 : 557-566.
  • 3FEDIW A A, ISYUMOV N, VICKERY B J. Performance of a Tuned Sloshing Water Damper[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1995,57(1/3):237-247.
  • 4WARNITCHAI P, PINKAEW T. Modelling of Liquid Sloshing in Rectangular Tanks with Flow-dampening Devices[J]. Engineering Structures, 1998, 20 (7) :593-600.
  • 5KANEKO S,ISHIKAWA M. Modeling of Tuned Liquid Damper with Submerged Nets[J]. Journal of Pres sure Vessel Technology, 1999,121(3):334-343.
  • 6TAIT M J,EI. DAMATTY A A, ISYUMOV N, et al. Numerical Flow Models to Simulate Tuned Liquid Dampers (TLD) with Slat Screens[J]. Journal of Fluids and Structures, 2005,20 ( 8 ) : 1007-1023.
  • 7TAIT M J. Modelling and Preliminary Design of a Structure-TLD System [J]. Engineering Structures, 2008,30(10) : 2644-2655.
  • 8梁启智,熊俊明.圆柱形二层流体TLD的振动特性分析[J].工程力学,2001,18(1):7-13. 被引量:4
  • 9钱稼茹,丁雄.环形调频液体阻尼器(TLD)的计算模型[J].工程力学,1995,12(4):36-46. 被引量:6
  • 10FUJINO Y, PACHECO B M, CHAISERI P, et al. Understanding of TLD Properties Based on TMD Analogy[J]. Journal of Structural Engineering, 1990, 36:577-590.

二级参考文献6

  • 1沈国光.调谐流体阻尼器(TLD)及其应用[J].力学与实践,1996,18(6):39-42. 被引量:4
  • 2梅强中.水波动力学[M].北京:科学出版社,1982..
  • 3梅强中,水波动力学,1982年
  • 4Chang P M,Eng Struct,1998年,20卷,3期,155页
  • 5王肇民,高耸结构振动控制,1997年
  • 6居荣初,弹性结构与液体的耦联振动理论,1983年

共引文献10

同被引文献86

引证文献2

二级引证文献38

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部