调谐液体阻尼器对高层建筑和高耸结构动力反应控制研究综述
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摘要
本文就调谐液体阻尼器（ＴＬＤ）对高层建筑和高耸结构动力反应控制的研究迸展作了综述。重点介绍了ＴＬＤ减振控制的理论与试验研究主要成果、部分工程应用实例与控制效果，并指出了今后值得进一步研究的某些问题。
This paper presents a review on dynamic response control of tall bui1dings and high-rise structures by tuned liquied damper (TLD). It focuses on some theoretica1 and experimental achievements, applications and vibration reduction effects of structural contro1 using TLD. At last, the promising future deve1opments in this area are suggested.
This paper presents a review on dynamic response control of tall bui1dings and high-rise structures by tuned liquied damper (TLD). It focuses on some theoretica1 and experimental achievements, applications and vibration reduction effects of structural contro1 using TLD. At last, the promising future deve1opments in this area are suggested.
引文
[1] Yao J T P. Concept of structures control[J]. J. of the Structural Division. 1972. 1567-1574.
[2] Liang Q Z. Zhang Y H. Some studies of structural control in high-rise buildings: a review. J. of South China Univ. ofTech.. 1998. 26(11):128-135.
[3] Modi V J, Sun J L C. Shupe L S et al. Nutation damping of wind induced instabilities [A]. Kramer C, Gerhardt H J.Ruschewhy H, Hirsch 6. Proceedings of the 4th Colloquium on Industrial Aerodynamics[C]. Aachen. Germany, June 1980. 270-282.
[4]Bauer H F. Oscillations of immiscible liquids in a rectangular container: a new damper for excited structures[J]. 3. ofSound and Vibration. 1984. 93(1):117-133.
[5]Sate T. Tuned sloshing dampers[J]. 3. of Wind Engineering. 1987. 32:67-68.
[6]Tamura Y. Fujii K. Ohtsuki T. et al. Effectiveness of tuned liquid dampers under wind excitation[J]. Engineering Struc-tures. 1995. 17(9):609-621.
[7]Housner G W. Dynamic pressure on accelerated fluid container[J]. Bull Seism. Soc. Am.. 1957. 47(1):15-35.
[8]Kareem A. Sun W J. Stochastic response of structures with fluid-containing appendages[J]. 3. of Sound and Vibration,1987. 119(3):389-408.
[9]瞿伟廉. 高层建筑和高耸结构的风振控制设计[M].武汉:武汉测绘科技大学出版社,1991.
[10] 张敏政.丁世文.郭迅. 利用水箱减振的结构控制研究[J]. 地震工程与工程振动,1993.13(1):40-48.
[11]瞿伟廉.李秋胜.宋波,李孝钰. 圆环形深水TLD对电视塔风振反应控制的试验与研究[J].特种结构,1995 .12(3):47—51.
[12]钱稼茹.WarnitchaiP. 丁雄. 用 TLD 减小电砚塔动力反应的振动台试验研究[J]. 建筑结构学报.1995.16(5):32-39.
[13] Noji T. Yoshida H. Tatsumi E. et al. Study of water-sloshing vibration control damper: (Part I) hydrodynamic force characteristics of the device and damping effect of the system[J]. 3. of Struct. Constr. Engrg. AIJ. 1990. 411:97-105.
[14]梁波,唐家祥. 防晃水箱控制高层建筑地震肥反应的理论研究[J]. 振动工程学报.1994.7(4):336—340.
[15] 李忠献.王森林,姜忻良. 高层建筑地震反应最优多重TLD控制[J]. 地震工程与工程振动,1996、16(4):69-77.
[16]沈国光、王日新.李德筠. 裘泓.分层流体TLD特性分析[J]. 水动力学研究与进展、1996.11(2):196-204.
[17]Modi V 3. Welt F. Vibration control using notation dampers[A]. Proc. Int. Conf. on Flow Induced Vibration[C]. BHRA. England. 1987. 369-376.
[18]Fujino Y. Pacheco B M. Chaiseri P. et al. Parametric studies on tuned liquid damper (TLD) using circular containers by free oscillation experiments. Struct[J]. Engrg. and Earthquake Engrg. JSCE. 1988. 5(2): 381-391.
[19]Sun L M. Fujino V. Pacheco B M. et al. Nonlinear waves and dynamic pressures in rectangular containers by freeoscillation experiments[J]. Struct. Engrg. and Earthquake Engrg. JSCE. 1999. 6(2):251-262.
[20]Fujino Y. Sun L M. Pacheco B M, et al. Tuned liquid damper(TLD) for suppressing horizontal motion of structurs[J]. J. of Engrg. Mech, ASCE. 1992, 118(1O):2017-2030.
[21]Sun L M, Fujino Y. A semi-analytical model for tuned liquid damper (TLD) with wave breaking[J]. J. Fluids Struct.1994. 8:471-488.
[22]Fujino Y. Sun L M. Vibration control by multiple tuned liquid dampers (MTLDs)[J]. J. of Struct. Engrg.. ASCE.1993. 119(12):3482-3503.
[23]Sun L M. Fujino Y. Koga K. A model of tuned liquid damper for suppressing pitching motions of structures[J]. Earthquake Engineering and Structural Dynamics. 1995. 24:625-636.
[24]Koh C G. Mahatma S. Wang C M. Theoretical and experimental studies on rectangular liquid dampers under arbitra- ry excitations[J]. Earthquake Engineering and Structural Dynamics. 1994. 23:17-31.
[25]任振华,丁大钧,陆勤.TLD装置的工作原理及其在南京电视塔风振控制中的应用[J]. 地震工程与工程振动,1994.14(3):105-113.
[26]瞿伟廉,宋波,陈妍桂.翟新民.TLD对珠海金山大厦主楼风振控制的设计[C]. 建筑结构学报,1995.16(3):21—28.
[27]Wakahara I. Fujino Y. Nomura T. Nonlinear sloshing analysis of circular tuned liquid dampers by using Boussinesq equation[A].土木学会论文集[C]. 1996. 549/I-37: 125-140.
[28]Reed D. Yu J, Yeh H. Gardarsson S. Investigation of tuned liquid dampers under large amplitude excitation[J]. J. Engrg. Mech.. ASCE. 1998, 124(4):405-413.
[29]Sakai F. Takaeda S. Tamaki T. Tuned liquid column damper-new type device for suppression of building vibration[A]. Proceedings of the International Conference on High-rise Buildings[C]. Nanjin. China. 1989. 926-931.
[30]Xu Y L. Samili B. Kwok K C S. Control of along-wind response of structures by mass and liquid dampers[J]. J. Engrg. Mech.. ASCE, 1992, 118(1):20-39.
[31]瞿伟廉,李肇胤,李桂青.U型水箱对高层建筑和高耸结构风振控制的试验和研究[J]. 建筑结构学报.1993,14(5):37-41.
[32]Samali B. Templeton D, Kwok K S C. The effectiveness of multiple tuned liquid column dampers in controlling vibration of tall buildings subject to earthquake excitation[A]. Proceedings of 2nd International Conference on Motion and vibration Control[C]. Yokohama. 1994. 120-125.
[33]Gao H. Kwok K S C, Samali B. Characteristics of multiple tuned liquid columns dampers in suppressing structural vibration[J]. Engineergn Structures. 1999. (21):316-331.
[34]Balendra T. Wang C M. Rakesh G. Effectiveness of TLCD on various structural systems[J]. Engineering Structures. 1999. 21: 291-305.
[35]Chang C C. Mass dampers and their optimal designs for buildings vibration control[J]. Engineering Structures. 1999. 21:454-463.
[36]篮文武.调频液体阻尼器对高层建筑结构地震反应控制效果的研究[D].广州:华南理工大学,1995.
[37]Li Hongnan. Zhang Ling, Yang Yushi. A study on vibration reduction in high-rise structures by multi-TLDs[J]. Earthquake Engrg. and Engrg. Vibration. 1997. 17(1):23-31(in Chinese).
[38]Lou J Y K, D Li J. Active tuned liquied damper for structural control[A]. Proc. First World Conf. Structural Control[C]. Los Angeles. CA, 1994. 70-79.
[39]Chang P M. Lou J Y K. Lutes L D. Model identification and control of a tuned liquid damper[J].Engineering Structures. 1998, 20(3):155-163.
[2] Liang Q Z. Zhang Y H. Some studies of structural control in high-rise buildings: a review. J. of South China Univ. ofTech.. 1998. 26(11):128-135.
[3] Modi V J, Sun J L C. Shupe L S et al. Nutation damping of wind induced instabilities [A]. Kramer C, Gerhardt H J.Ruschewhy H, Hirsch 6. Proceedings of the 4th Colloquium on Industrial Aerodynamics[C]. Aachen. Germany, June 1980. 270-282.
[4]Bauer H F. Oscillations of immiscible liquids in a rectangular container: a new damper for excited structures[J]. 3. ofSound and Vibration. 1984. 93(1):117-133.
[5]Sate T. Tuned sloshing dampers[J]. 3. of Wind Engineering. 1987. 32:67-68.
[6]Tamura Y. Fujii K. Ohtsuki T. et al. Effectiveness of tuned liquid dampers under wind excitation[J]. Engineering Struc-tures. 1995. 17(9):609-621.
[7]Housner G W. Dynamic pressure on accelerated fluid container[J]. Bull Seism. Soc. Am.. 1957. 47(1):15-35.
[8]Kareem A. Sun W J. Stochastic response of structures with fluid-containing appendages[J]. 3. of Sound and Vibration,1987. 119(3):389-408.
[9]瞿伟廉. 高层建筑和高耸结构的风振控制设计[M].武汉:武汉测绘科技大学出版社,1991.
[10] 张敏政.丁世文.郭迅. 利用水箱减振的结构控制研究[J]. 地震工程与工程振动,1993.13(1):40-48.
[11]瞿伟廉.李秋胜.宋波,李孝钰. 圆环形深水TLD对电视塔风振反应控制的试验与研究[J].特种结构,1995 .12(3):47—51.
[12]钱稼茹.WarnitchaiP. 丁雄. 用 TLD 减小电砚塔动力反应的振动台试验研究[J]. 建筑结构学报.1995.16(5):32-39.
[13] Noji T. Yoshida H. Tatsumi E. et al. Study of water-sloshing vibration control damper: (Part I) hydrodynamic force characteristics of the device and damping effect of the system[J]. 3. of Struct. Constr. Engrg. AIJ. 1990. 411:97-105.
[14]梁波,唐家祥. 防晃水箱控制高层建筑地震肥反应的理论研究[J]. 振动工程学报.1994.7(4):336—340.
[15] 李忠献.王森林,姜忻良. 高层建筑地震反应最优多重TLD控制[J]. 地震工程与工程振动,1996、16(4):69-77.
[16]沈国光、王日新.李德筠. 裘泓.分层流体TLD特性分析[J]. 水动力学研究与进展、1996.11(2):196-204.
[17]Modi V 3. Welt F. Vibration control using notation dampers[A]. Proc. Int. Conf. on Flow Induced Vibration[C]. BHRA. England. 1987. 369-376.
[18]Fujino Y. Pacheco B M. Chaiseri P. et al. Parametric studies on tuned liquid damper (TLD) using circular containers by free oscillation experiments. Struct[J]. Engrg. and Earthquake Engrg. JSCE. 1988. 5(2): 381-391.
[19]Sun L M. Fujino V. Pacheco B M. et al. Nonlinear waves and dynamic pressures in rectangular containers by freeoscillation experiments[J]. Struct. Engrg. and Earthquake Engrg. JSCE. 1999. 6(2):251-262.
[20]Fujino Y. Sun L M. Pacheco B M, et al. Tuned liquid damper(TLD) for suppressing horizontal motion of structurs[J]. J. of Engrg. Mech, ASCE. 1992, 118(1O):2017-2030.
[21]Sun L M, Fujino Y. A semi-analytical model for tuned liquid damper (TLD) with wave breaking[J]. J. Fluids Struct.1994. 8:471-488.
[22]Fujino Y. Sun L M. Vibration control by multiple tuned liquid dampers (MTLDs)[J]. J. of Struct. Engrg.. ASCE.1993. 119(12):3482-3503.
[23]Sun L M. Fujino Y. Koga K. A model of tuned liquid damper for suppressing pitching motions of structures[J]. Earthquake Engineering and Structural Dynamics. 1995. 24:625-636.
[24]Koh C G. Mahatma S. Wang C M. Theoretical and experimental studies on rectangular liquid dampers under arbitra- ry excitations[J]. Earthquake Engineering and Structural Dynamics. 1994. 23:17-31.
[25]任振华,丁大钧,陆勤.TLD装置的工作原理及其在南京电视塔风振控制中的应用[J]. 地震工程与工程振动,1994.14(3):105-113.
[26]瞿伟廉,宋波,陈妍桂.翟新民.TLD对珠海金山大厦主楼风振控制的设计[C]. 建筑结构学报,1995.16(3):21—28.
[27]Wakahara I. Fujino Y. Nomura T. Nonlinear sloshing analysis of circular tuned liquid dampers by using Boussinesq equation[A].土木学会论文集[C]. 1996. 549/I-37: 125-140.
[28]Reed D. Yu J, Yeh H. Gardarsson S. Investigation of tuned liquid dampers under large amplitude excitation[J]. J. Engrg. Mech.. ASCE. 1998, 124(4):405-413.
[29]Sakai F. Takaeda S. Tamaki T. Tuned liquid column damper-new type device for suppression of building vibration[A]. Proceedings of the International Conference on High-rise Buildings[C]. Nanjin. China. 1989. 926-931.
[30]Xu Y L. Samili B. Kwok K C S. Control of along-wind response of structures by mass and liquid dampers[J]. J. Engrg. Mech.. ASCE, 1992, 118(1):20-39.
[31]瞿伟廉,李肇胤,李桂青.U型水箱对高层建筑和高耸结构风振控制的试验和研究[J]. 建筑结构学报.1993,14(5):37-41.
[32]Samali B. Templeton D, Kwok K S C. The effectiveness of multiple tuned liquid column dampers in controlling vibration of tall buildings subject to earthquake excitation[A]. Proceedings of 2nd International Conference on Motion and vibration Control[C]. Yokohama. 1994. 120-125.
[33]Gao H. Kwok K S C, Samali B. Characteristics of multiple tuned liquid columns dampers in suppressing structural vibration[J]. Engineergn Structures. 1999. (21):316-331.
[34]Balendra T. Wang C M. Rakesh G. Effectiveness of TLCD on various structural systems[J]. Engineering Structures. 1999. 21: 291-305.
[35]Chang C C. Mass dampers and their optimal designs for buildings vibration control[J]. Engineering Structures. 1999. 21:454-463.
[36]篮文武.调频液体阻尼器对高层建筑结构地震反应控制效果的研究[D].广州:华南理工大学,1995.
[37]Li Hongnan. Zhang Ling, Yang Yushi. A study on vibration reduction in high-rise structures by multi-TLDs[J]. Earthquake Engrg. and Engrg. Vibration. 1997. 17(1):23-31(in Chinese).
[38]Lou J Y K, D Li J. Active tuned liquied damper for structural control[A]. Proc. First World Conf. Structural Control[C]. Los Angeles. CA, 1994. 70-79.
[39]Chang P M. Lou J Y K. Lutes L D. Model identification and control of a tuned liquid damper[J].Engineering Structures. 1998, 20(3):155-163.
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