TMD振动控制结构的发展及应用
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摘要
对TMD结构的振动原理进行了阐述,总结了TMD发展的3个阶段,并且对每个阶段主要研究的问题及取得成果作了概述,简要介绍了TMD在国内外的工程应用实例,最后指出了TMD系统在海洋平台应用中近期的发展趋势及其需要解决的主要问题。
The theory of structure vibration control is expatiated.It is summarized that the development of TMD system has three stages where the main problems and attaining accomplishment were reviewed.The practical applications of TMD in domestic and overseas engineering are briefly introduced.Finally the development trend of TMD system and the problems to be solved in the application are pointed out.
The theory of structure vibration control is expatiated.It is summarized that the development of TMD system has three stages where the main problems and attaining accomplishment were reviewed.The practical applications of TMD in domestic and overseas engineering are briefly introduced.Finally the development trend of TMD system and the problems to be solved in the application are pointed out.
引文
[1]Rohmam A.Opimal control of tall buildings by appendages[J].StructEngrg ASCE,1984,10(5):937-947.
[2]李吉.阻尼吸振器原理在惯性振动机噪声控制中的应用[J].机械科学与技术,2002,21(1):116-118.
[3]王松涛.现代抗震设计方法[M].北京:机械工业出版社,1997.
[4]叶继红,陈月明,沈世钊.减震系统在网壳结构中的应用[J].哈尔滨建筑大学学报,2000,23(5):10-13.
[5]Rahul Rana,Soon T T.Parametric study and simplified design of tunedmass dampers[J].Engineering Structures,1998,20(3):193-204.
[6]胡晓锋,胡世德.最小均方位移条件下的TMD参数设计[J].结构工程师,1999,35(2):32-35.
[7]Den Hartg J P.Mechanical Vibrations[M].New York:Dover,1984.
[8]同长虹,张雷涛.TMD吸振原理及其参数优化[J].甘肃高师学报,2004,9(5):36-39.
[9]葛晓明,范存心.TMD参数对高耸结构风振控制的影响[J].世界地震工程,2001,17(4):123-127.
[10]房良,蓝宗建,周伟.TMD系统参数有效域的研究[J].工业建筑,2004,34(1):10-12.
[11]刘保东,朱日希.MTMD系统抗震控制研究[J].工程力学,2003,20(1):127-130.
[12]李黎,黄尚斌,张卉.结构振动控制中MTMD的基本特性研究[J].工程力学,2000,17(2):90-95.
[13]Clark A J.Multiple passive tuned mass damper for reducing earth-quake induced building motion[C].Pro 9th World Conf on Earth-quake Engrg,1988:283-290.
[14]Xu K and lgusa T.Dynamic Characteristics of multiple substructureswith closely spaced frequencies[J].Earthquake Engineering andStructural Dynamics,1992,21:1059-1070.
[15]涂文戈,邹银生.MTMD对建筑结构多模态控制的减震分析[J].地震工程与工程振动,2003,23(5):174-179.
[16]蔡国平,孙峰.MTMD控制结构地震反应的特性研究[J].工程力学,2000,17(3):55-59.
[17]余钱华,胡世德,范立础.被动控制装置MTMD在桥梁结构中的理论与应用研究[J].西安公路交通大学学报,2001,21(1):51-54.
[18]Pallazzo B,Petto L.Seismic response control in base isolated systemusing tuned massed dampers[J].Struct Control,1994(4):135-143.
[19]Liu zaihua,zhangling,meng hui.Seismic response of building with anabsorbing bondary at top[C].Nagoya:Proceeding of 5th Inter nationalColloguium on stability and Ductility of Steel Structure,1997:1115-1122.
[20]张耀庭,刘再华.新型调谐质量阻尼器(TMD)的实用性与可行性研究[J].岩土工程学报,1998,20(6):57-61.
[21]马汝建,赵东,王威强,等.ETMD在振动控制中的应用[J].济南大学学报(自然科学版),2005,19(1):89.
[22]Ou Jinping,Wo Bo.Recent Advances in Research on and Applicationof Passive Energy Dissipation Systems[J].Earthquake Engineeringand Engeering Vibration,1996,16(3):123-125.
[23]Koshimura K.Vibration control:of the main towers of the Akasi kaikyoBridge[J].Struct Control,1994,2:98-106.
[24]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.
[25]顾明,陈人,项海帆.用于杨浦大桥抖振控制的MTMD研究[J].振动工程学报,1998,11(1):1-8.
[26]顾金钧,赵煜澄,邵克华.九江长江大桥应用新型TMD抑制吊杆涡振[J].土木工程学报,1994,27(3):3-13.
[27]楼梦麟,吴和霖,马恒春,等.电磁耗能TMD结构减震效率的振动台试验研究[J].地震工程与工程振动,2003,23(4):158-164.
[28]Fujita T,Mizuta M,Matsumoto K,et al.Large-scale model experi-ment of a hybrid mass damper with convertible active and passivemodes for vibration control of tall building[J].Transaction of theJapan Society of Mechanical Engineering,1993,59(557):36-43.
[29]Fujita T,Mizuta M,Matsumoto K,et al.Implementation of hybrid massdamper with convertible active and passive modes using multistagerubber bearing and hydraulic actuzator of vibration control of tallbuilding[J].Transaction of the Japan Society of Mechanical Engineer-ing,1994,60(580):4107-4115.
[30]Hora H,Omita T,Miyano H,et al.Application of Hybrid MassDamper with Convertible Active and Passive Mode Using AC-Ser-vomotor to Tall Buikding[C].Second World Conference on StructuralControl,1998:1283-1292.
[31]任军,滕军,叶列平.地王大厦风振TMD主被动切换混合控制研究[J].地震工程与工程振动,2003,23(6):187-193.
[2]李吉.阻尼吸振器原理在惯性振动机噪声控制中的应用[J].机械科学与技术,2002,21(1):116-118.
[3]王松涛.现代抗震设计方法[M].北京:机械工业出版社,1997.
[4]叶继红,陈月明,沈世钊.减震系统在网壳结构中的应用[J].哈尔滨建筑大学学报,2000,23(5):10-13.
[5]Rahul Rana,Soon T T.Parametric study and simplified design of tunedmass dampers[J].Engineering Structures,1998,20(3):193-204.
[6]胡晓锋,胡世德.最小均方位移条件下的TMD参数设计[J].结构工程师,1999,35(2):32-35.
[7]Den Hartg J P.Mechanical Vibrations[M].New York:Dover,1984.
[8]同长虹,张雷涛.TMD吸振原理及其参数优化[J].甘肃高师学报,2004,9(5):36-39.
[9]葛晓明,范存心.TMD参数对高耸结构风振控制的影响[J].世界地震工程,2001,17(4):123-127.
[10]房良,蓝宗建,周伟.TMD系统参数有效域的研究[J].工业建筑,2004,34(1):10-12.
[11]刘保东,朱日希.MTMD系统抗震控制研究[J].工程力学,2003,20(1):127-130.
[12]李黎,黄尚斌,张卉.结构振动控制中MTMD的基本特性研究[J].工程力学,2000,17(2):90-95.
[13]Clark A J.Multiple passive tuned mass damper for reducing earth-quake induced building motion[C].Pro 9th World Conf on Earth-quake Engrg,1988:283-290.
[14]Xu K and lgusa T.Dynamic Characteristics of multiple substructureswith closely spaced frequencies[J].Earthquake Engineering andStructural Dynamics,1992,21:1059-1070.
[15]涂文戈,邹银生.MTMD对建筑结构多模态控制的减震分析[J].地震工程与工程振动,2003,23(5):174-179.
[16]蔡国平,孙峰.MTMD控制结构地震反应的特性研究[J].工程力学,2000,17(3):55-59.
[17]余钱华,胡世德,范立础.被动控制装置MTMD在桥梁结构中的理论与应用研究[J].西安公路交通大学学报,2001,21(1):51-54.
[18]Pallazzo B,Petto L.Seismic response control in base isolated systemusing tuned massed dampers[J].Struct Control,1994(4):135-143.
[19]Liu zaihua,zhangling,meng hui.Seismic response of building with anabsorbing bondary at top[C].Nagoya:Proceeding of 5th Inter nationalColloguium on stability and Ductility of Steel Structure,1997:1115-1122.
[20]张耀庭,刘再华.新型调谐质量阻尼器(TMD)的实用性与可行性研究[J].岩土工程学报,1998,20(6):57-61.
[21]马汝建,赵东,王威强,等.ETMD在振动控制中的应用[J].济南大学学报(自然科学版),2005,19(1):89.
[22]Ou Jinping,Wo Bo.Recent Advances in Research on and Applicationof Passive Energy Dissipation Systems[J].Earthquake Engineeringand Engeering Vibration,1996,16(3):123-125.
[23]Koshimura K.Vibration control:of the main towers of the Akasi kaikyoBridge[J].Struct Control,1994,2:98-106.
[24]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.
[25]顾明,陈人,项海帆.用于杨浦大桥抖振控制的MTMD研究[J].振动工程学报,1998,11(1):1-8.
[26]顾金钧,赵煜澄,邵克华.九江长江大桥应用新型TMD抑制吊杆涡振[J].土木工程学报,1994,27(3):3-13.
[27]楼梦麟,吴和霖,马恒春,等.电磁耗能TMD结构减震效率的振动台试验研究[J].地震工程与工程振动,2003,23(4):158-164.
[28]Fujita T,Mizuta M,Matsumoto K,et al.Large-scale model experi-ment of a hybrid mass damper with convertible active and passivemodes for vibration control of tall building[J].Transaction of theJapan Society of Mechanical Engineering,1993,59(557):36-43.
[29]Fujita T,Mizuta M,Matsumoto K,et al.Implementation of hybrid massdamper with convertible active and passive modes using multistagerubber bearing and hydraulic actuzator of vibration control of tallbuilding[J].Transaction of the Japan Society of Mechanical Engineer-ing,1994,60(580):4107-4115.
[30]Hora H,Omita T,Miyano H,et al.Application of Hybrid MassDamper with Convertible Active and Passive Mode Using AC-Ser-vomotor to Tall Buikding[C].Second World Conference on StructuralControl,1998:1283-1292.
[31]任军,滕军,叶列平.地王大厦风振TMD主被动切换混合控制研究[J].地震工程与工程振动,2003,23(6):187-193.
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