调谐液体阻尼器(TLD)用于风振控制的研究进展
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摘要
风载荷是高层建筑和高耸结构的主要设计载荷之一。调频质量阻尼器（TMD）技术在高层结构风振控制中得到广泛应用。与TMD相比，调谐液体阻尼器（TLD）具有造价低、结构简单、易于安装等优点，并且若设计合理，具有与TMD同等的减振效果。因此，TLD在高层建筑的风振控制中有较广阔的应用前景。本文简要地介绍了TLD用于高层建筑风振控制的原理及国内外的研究及应用状况。文后列了该领域主要的有关文献。
引文
(1) Chi-Chang Lin,et al,被动调谐质量阻尼器的振动控制效果,世界地震工程,1995年第1期,59-65.
(2)V.1.Modi,F.Welt,Damping of wind in-duced oscillations through liquid sloshing,Journal of Wind Engineering and IndustrialAerodynamics,Vol. 30,85-94(1988).
(3)K.Fujii, T.Tamura, et al, Wind-induced vi-bration of tower and practical application oftuned sloshing damper,Journal of Wind En-gineering and Industrial Aerodynamics,Vol. 33,263-272(1990).
(4) V.J.Modi,et al, On the suppression of vi-bration using nutation damper,Journal ofWind Engineering and Industrial Aerody-namics,Vol. 33,273-282(1990).
(5)Y. Fujino, L. M. Sun, et al, Tuned liquiddamper(TLD)for suppressing horizontalmotion of structure,Journal of EngineeringMechanics, Vol. 118( 10), 2017-2030(1992).
(6)L.M.Sun,Y.Fujino,A semi-analytical mo-del for tuned liquid damper( TLD) withwave breaking, Journal of Fluids and Struc-tures,Vol. 8,471-488(1994).
(7)Y. Fujino, L. M. Sun, Vibration conrtol bymultiple tuned liquid dampers(MTLDS),Journal of Structural Engineering,Vol.119(12),3483-3502(1993).
(8)L.M.Sun,Y.Fujino,et al,Modelling oftuned liquid damper(TLD),Journal of WindEngineering and Industrial Aerodynamics,Vol.41-44,1883-1894(1992).
(9)Piyawat Chaiseri, Y. Fujino, et al, Interac-tion of tuned liquid damper(TLD)andstructure-theory,experimental verificationand application, Structure Engineering/Earthquake Engineering,JSCE,Vol.6(2),103-112(1989).
(10)Y.Fujino,et al,Paramertic studies on tunedliquid damper(TLD)using circular contain-ers by free-oscilation experiments, Struc-ture Engineering/Earthquake Engineering,JSCE,Vol.5(2),117-187(1988).
(11)L. M. Sun, Y. Fujino, edt al, Nonlinearwaves and dynamic pressures in rectangulartuned liquid damper(LTD)-Simulationand experimental verification,StructureEnggineering/Earthquake Engineering,JSCE,Vol .6(2),81-92(1989).
(12) L. M. Sun, Y. Fujino, A model of tuned li-quid damper for suppressing pitching mo-tion of structures, Earthuake Engineeringand Structure Dynamics, Vol. 24, 625-636(199).
(3)C.G.Koh,s.Mahatma,et al,Tgeroreticaland experimental studies on rectangular liq-uid dampers under arbitrary excitations,Earthuake Engineering and Structure Dy-namics,Vol.23,17-31(1994).
(14)翟伟廉,来波等,TLD对珠海金山大厦主楼风振控制的设计,建筑结构学报,Vo1.16(3),21-28(1995).
(15)T.Ohyama,K.Fujii,A boundary elementanalysis for two-dimension nonlinear slosh-ing problems, Journal of Structural Engi-neering,JSCE,Vol.36A(1990).
(16)任振华,丁大均等,TLD装置的工作原理及其在南京电视塔风振控制中的应用,地震工程与工程振动,Vol.14(2),61-75(1994).
(17)程文囊等,南京电视塔的风振控制,土木工程学报,Vol.26(4),14-20(1993).
(18)任振华,TLD装置的基本原理及其在南京电视塔风振控制中的应用,东南大学博士论文(1993).
(19)J. W. Miles,Surface-wave damping in closedbasins,Proceeding of the Royal Society ofLondon(A),Vol.297,459-475(1961).
(20)《强度与环境》编辑部编,《宇宙飞行器动力学实验法》(1980).
(21) T.Ueda,R.Nakagaki,et al,Suppression ofwind-induced vibration by dynamic dampersin tower-like srtuctures,Journal of WindEngineering and Industrial Aerodynamics,Vol.41-44,1907-1918(1992).
(22)Zhongshan Zhao,Y.Fujino,Numerical sim-ulation and experimental study of deeper-water TDL in the presence of screens,Jour-nal of Structural Engineering, JSE, Vol.39A,699-711(1993).
(23)张敏政等,利用水箱减振的结构控制研究,地震工程与工程振动,Vol.13(1),40-47(1993).
(24) B.Samali,K.C.S Kwok,et al,Effectivenessof optimized tuned liquid column in control-ling vibration of tall buildings subject tostrong ground motions, 2nd InternationalConference on Highrise Buddings,Nanjing,China(1992),402-407.
(25) B. Samali,K. C. S. Kwok,et al,Vibrationcontrol of buildings by tuned liquid columndampers, 2nd International Conference onHighrise Buildings, Nanjing, China( 1992),425-430.
(26)瞿伟廉,李桂青等,U型水箱对高层建筑和高耸结构风振控制的试验分析和研究,建筑结构学报,Vol.14(5),37-43(1993).
(27) Y. L. Xu, B. Samali, Control of along-windresponse of structure by mass and liquiddampers,Journal of Engineering Mechanics,Vol.118(1),20-39(1992).
(28) Y. L. Xu,B. Samali,The effect of TMD andTLD dampers on cross-wind response oftall/sLender srtucture,Journal of Wind En-gineering and Industrial Aerodynamics,Vol. 40,33-54(1992).
(29)梁波,唐家祥,防晃水箱控制高层建筑地震反应的理论研究,振动工程学报,Vol.7(4),336-340(1994).
(2)V.1.Modi,F.Welt,Damping of wind in-duced oscillations through liquid sloshing,Journal of Wind Engineering and IndustrialAerodynamics,Vol. 30,85-94(1988).
(3)K.Fujii, T.Tamura, et al, Wind-induced vi-bration of tower and practical application oftuned sloshing damper,Journal of Wind En-gineering and Industrial Aerodynamics,Vol. 33,263-272(1990).
(4) V.J.Modi,et al, On the suppression of vi-bration using nutation damper,Journal ofWind Engineering and Industrial Aerody-namics,Vol. 33,273-282(1990).
(5)Y. Fujino, L. M. Sun, et al, Tuned liquiddamper(TLD)for suppressing horizontalmotion of structure,Journal of EngineeringMechanics, Vol. 118( 10), 2017-2030(1992).
(6)L.M.Sun,Y.Fujino,A semi-analytical mo-del for tuned liquid damper( TLD) withwave breaking, Journal of Fluids and Struc-tures,Vol. 8,471-488(1994).
(7)Y. Fujino, L. M. Sun, Vibration conrtol bymultiple tuned liquid dampers(MTLDS),Journal of Structural Engineering,Vol.119(12),3483-3502(1993).
(8)L.M.Sun,Y.Fujino,et al,Modelling oftuned liquid damper(TLD),Journal of WindEngineering and Industrial Aerodynamics,Vol.41-44,1883-1894(1992).
(9)Piyawat Chaiseri, Y. Fujino, et al, Interac-tion of tuned liquid damper(TLD)andstructure-theory,experimental verificationand application, Structure Engineering/Earthquake Engineering,JSCE,Vol.6(2),103-112(1989).
(10)Y.Fujino,et al,Paramertic studies on tunedliquid damper(TLD)using circular contain-ers by free-oscilation experiments, Struc-ture Engineering/Earthquake Engineering,JSCE,Vol.5(2),117-187(1988).
(11)L. M. Sun, Y. Fujino, edt al, Nonlinearwaves and dynamic pressures in rectangulartuned liquid damper(LTD)-Simulationand experimental verification,StructureEnggineering/Earthquake Engineering,JSCE,Vol .6(2),81-92(1989).
(12) L. M. Sun, Y. Fujino, A model of tuned li-quid damper for suppressing pitching mo-tion of structures, Earthuake Engineeringand Structure Dynamics, Vol. 24, 625-636(199).
(3)C.G.Koh,s.Mahatma,et al,Tgeroreticaland experimental studies on rectangular liq-uid dampers under arbitrary excitations,Earthuake Engineering and Structure Dy-namics,Vol.23,17-31(1994).
(14)翟伟廉,来波等,TLD对珠海金山大厦主楼风振控制的设计,建筑结构学报,Vo1.16(3),21-28(1995).
(15)T.Ohyama,K.Fujii,A boundary elementanalysis for two-dimension nonlinear slosh-ing problems, Journal of Structural Engi-neering,JSCE,Vol.36A(1990).
(16)任振华,丁大均等,TLD装置的工作原理及其在南京电视塔风振控制中的应用,地震工程与工程振动,Vol.14(2),61-75(1994).
(17)程文囊等,南京电视塔的风振控制,土木工程学报,Vol.26(4),14-20(1993).
(18)任振华,TLD装置的基本原理及其在南京电视塔风振控制中的应用,东南大学博士论文(1993).
(19)J. W. Miles,Surface-wave damping in closedbasins,Proceeding of the Royal Society ofLondon(A),Vol.297,459-475(1961).
(20)《强度与环境》编辑部编,《宇宙飞行器动力学实验法》(1980).
(21) T.Ueda,R.Nakagaki,et al,Suppression ofwind-induced vibration by dynamic dampersin tower-like srtuctures,Journal of WindEngineering and Industrial Aerodynamics,Vol.41-44,1907-1918(1992).
(22)Zhongshan Zhao,Y.Fujino,Numerical sim-ulation and experimental study of deeper-water TDL in the presence of screens,Jour-nal of Structural Engineering, JSE, Vol.39A,699-711(1993).
(23)张敏政等,利用水箱减振的结构控制研究,地震工程与工程振动,Vol.13(1),40-47(1993).
(24) B.Samali,K.C.S Kwok,et al,Effectivenessof optimized tuned liquid column in control-ling vibration of tall buildings subject tostrong ground motions, 2nd InternationalConference on Highrise Buddings,Nanjing,China(1992),402-407.
(25) B. Samali,K. C. S. Kwok,et al,Vibrationcontrol of buildings by tuned liquid columndampers, 2nd International Conference onHighrise Buildings, Nanjing, China( 1992),425-430.
(26)瞿伟廉,李桂青等,U型水箱对高层建筑和高耸结构风振控制的试验分析和研究,建筑结构学报,Vol.14(5),37-43(1993).
(27) Y. L. Xu, B. Samali, Control of along-windresponse of structure by mass and liquiddampers,Journal of Engineering Mechanics,Vol.118(1),20-39(1992).
(28) Y. L. Xu,B. Samali,The effect of TMD andTLD dampers on cross-wind response oftall/sLender srtucture,Journal of Wind En-gineering and Industrial Aerodynamics,Vol. 40,33-54(1992).
(29)梁波,唐家祥,防晃水箱控制高层建筑地震反应的理论研究,振动工程学报,Vol.7(4),336-340(1994).
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