工程结构振动半主动控制发展现状与前景
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摘要
结构振动控制是一种全新的、积极主动的结构设计对策,半主动控制系统具有所需外加能源小、装置简单、稳定性好、减震效果接近主动控制的特点,近年来受到国内外普遍关注,并取得了较大的研究进展,但仍存在明显的不足之处。首先综述了半主动控制装置的理论研究、装置开发,并分析了各自的特点,最后展望了半主动控制技术的发展方向。
Structural vibration control is a new and positive strategy of structure design.The semi-active control has characteristics of low applied energy,simple device,good stability and damp effect similar to active vibration control.In recent years,semi-active control has received widespread attentions both at home and abroad,and it has achieved great research progress.However,there are still some significant deficiencies.Firstly reviews the theoretical research of semi-active control devices and the devicesd’evelopment,then analyzes their characteristics,finally prospects the technology developing trend.
Structural vibration control is a new and positive strategy of structure design.The semi-active control has characteristics of low applied energy,simple device,good stability and damp effect similar to active vibration control.In recent years,semi-active control has received widespread attentions both at home and abroad,and it has achieved great research progress.However,there are still some significant deficiencies.Firstly reviews the theoretical research of semi-active control devices and the devicesd’evelopment,then analyzes their characteristics,finally prospects the technology developing trend.
引文
[1]Yao T J P.Conception of Structure Control[J].Journal ofStructure Division,1972,98(7):1567-1574.
[2]Kobori T.Shaking Table Experimental of Multi-Story SeimicResponse Controlled Structure with Active Variable Stiffness(AVS)System[C]∥Proceedings of 8th Japan EarthquakeEngineering Symposium.Tokyo:JSCE,1990:1923-1928.
[3]Kobori T.Experiment Study on Active Variable StiffnessSystem-Active Seismic Response Controlled Structure[C]∥Proceedings of 4th World Congress Council on Tall Buildingsand Urban Habitat.Hong Kong:The Hong Kong PolytechnicUniversity,1990:561-572.
[4]Nasu T,Kobori T.Active Variable Stiffness System withNon-Resonant Control[J].Earthquake Engineering andStructural Dynamics,2001,30(11):1597-1614.
[5]刘季,李敏霞.变刚度半主动结构振动控制[J].振动工程学报,1999,12(2):166-172.Liu Ji,Li Minxia.Semiactive Structural Control with VariableStiffness[J].Journal of Vibration Engineering,1999,12(2):166-172.
[6]李敏霞,刘季.变刚度半主动结构振动控制的试验研究[J].地震工程与工程振动,1998,12(4):90-95.Li Minxia,Li Ji.Experimental Study of Semiactive StructuralControl Using Variable Stiffness[J].Earthquake Engineeringand Engineering Vibration,1998,12(4):90-95.
[7]杨润林,周锡元,阎维明,等.结构半主动变刚度控制的研究[J].建筑科学,2007,23(3):10-14.Yang Runlin,Zhou Xiyuan,Yan Weiming,et al.Study onSemi-Active Structural Control Using Variable Stiffness System[J].Building Science,2007,23(3):10-14.
[8]杨润林,阎维明,周锡元,等.结构离复位控制的可行性研究[J].振动工程学报,2005,18(4):512-518.Yang Runlin,Yan Weiming,Zhou Xiyuan,et al.FeasibilityStudy for the Off-and-Towards-Equilibrium Control ofStructures[J].Journal of Vibration Engineering,2005,18(4):512-518.
[9]谭平,阎维明,周福霖.主动变刚度控制系统的瞬时最优控制算法[J].工程力学,1998(增刊3):65-70.Tan Ping,Yan Weiming,Zhou FulinI.nstantaneous OptimalControl Algorithm of Active Variable Stiffness Control System[J].Engineering Mechanics,1998(S3):65-70.
[10]Kobori T.Mission and Perspective towards Future StructuralControl Research[C]∥Proceedings of the 2nd WorldConference on Structural Control.Kyoto,Japan:John Wileyand Sons,1998:25-34.
[11]Kurata N,Kobori T,Takahashi M,et al.Actual SeismicResponse Controlled Building with Semi-Active DamperSystem[J].Earthquake Engineering and Structural Dynamics,1999,28(11):1427-1447.
[12]孙作玉.变阻尼半主动结构控制[D].哈尔滨:哈尔滨建筑大学,1998.Sun Zuoyu.Building Structure with a Semi-Active FluidDamper[D].Harbin:Harbin University of Civil Engineeringand Architecture,1998.
[13]Sadek F,Mohraz B.Semiactive Control Algorithms forStructures with Variable Dampers[J].Journal of EngineeringMechanics,1998,124(9):981-990.
[14]杨润林,周锡元,闫维明,等.结构半主动变阻尼控制性能评估[J].振动与冲击,2007,26(3):37-41.Yang Runlin,Zhou Xiyuan,Yan Weiming,et al.PerformanceEvaluation of Semiactive Structural Control Using VariableDampers[J].Journal of Vibration and Shock,2007,26(3):37-41.
[15]Nadathur V,Nagarajaiah S.Wind Response Control of Buildingwith Variable Stiffness Tuned Mass Damper Using EmpiricalMode Decomposition and Hilbert Transform[J].Journal ofEngineering Mechanics,2004,130(4):451-458.
[16]Yang Runlin,Zhou Xiyuan,Liu Xihui.Seismic StructuralControl Using Semi-Active Tuned Mass Dampers[J].Earthquake Engineering and Engineering Vibration,2002,1(1):111-118.
[17]杨润林,闰维明,周锡元,等.半主动U型液力阻尼器的结构振动控制[J].应用力学学报,2003,20(4):108-112.Yang Runlin,Yan Weiming,Zhou Xiyuan,et al.StructuralControl Using Semi-Active Tuned Liquid Column Dampers[J].Chinese Journal of Applied Mechanics,2003,20(4):108-112.
[18]李宏男,李忠献,祁皑,等.结构振动与控制[M].北京:中国建筑工业出版社,2005.Li Hongnan,Li Zhongxian,Qi Kaie,t al.Structural VibrationControl[M].Beijing:China Architecture&Building Press,2005.
[19]Jansen L M,Dyke S J.Semi-Active Control Strategies for MRDampers:A Camparative Study[J].Journal of EngineeringMechanics,2000,126:795-803.
[20]欧进萍,关新春.磁流变耗能器及其性能[J].地震工程与工程振动,1998,18(3):74-81.Ou Jinping,Guan Xinchun.Magnetorheological Fluid Dampersand Their Properties[J].Earthquake Engineering andEngineering Vibration,1998,18(3):74-81.
[21]欧进萍,关新春.磁流变耗能器性能的试验研究[J].地震工程与工程振动,1999,19(4):76-81.Ou Jinping,Guan Xinchun.Experimental Study ofMagnetorheological Damper Performance[J].EarthquakeEngineering and Engineering Vibration,1999,19(4):76-81.
[22]吴林林.磁流变阻尼器的构造设计与性能试验[D].天津:天津大学,2002.Wu Linlin.Structure Design and Performance Test of MRFD[D].Tianjin:Tianjin University,2002.
[23]徐龙河.基于磁流变阻尼器(MRFD)的半主动结构控制理论的研究[D].天津:天津大学,2002.Xu Longhe.Research on the MRFD-Based Semi-ActiveStructural Control Theory[D].Tianjin:Tianjin University,2002.
[24]李忠献,林伟,丁阳.多维地震激励下空间结构MR阻尼器半主动控制[J].天津大学学报,2007,40(5):512-518.Li Zhongxian,Lin Wei,Ding Yang.Semi-Active Control onSpatial Structures Using MR Damper Under Multi-Dimensional Earthquake Excitations[J].Journal of TianjinUniversity,2007,40(5):512-518.
[25]李秀领,李宏男.框-剪偏心结构平-扭耦联反应半主动控制试验研究[J].大连理工大学学报,2008,48(5):691-697.Li Xiuling,Li Hongnan.Experimental Study of Semi-ActiveControl of Coupled Translation and Torsion Response forFrame-Shear Wall Eccentric Structure[J].Journal of DalianUniversity of Technology,2008,48(5):691-697.
[26]秦相军,张洵安,谷文成.半主动控制下巨-子型有控结构的风振控制参数特性研究[J].振动与冲击,2008,27(1):49-52.Qin Xiangjun,Zhang Xunan,Gu Wencheng.Parametric Studyon Semi-Active Control for a Mega-Sub-Controlled StructureSubjected to Random Wind Loads[J].Journal of Vibrationand Shock,2008,27(1):49-52.
[27]Qin X J,Zhang X A,Sheldon Cherry.Study on Semi-ActiveControl of Mega-Sub Controlled Structure by MR DamperSubject to Random Wind Loads[J].Earthquake Engineeringand Engineering Vibration,2008,7(3):285-294.
[28]Tse T,Chang C C.Shear-Mode Rotmy MagnetorheologicalDamper for Small-Scale Structural Control Experiments[J].Journal of Engineering Mechanics,2004,130(6):904-911.
[29]周福霖,谭平,阎维明.结构半主动减震控制新体系的理论与试验研究[J].广州大学学报:自然科学版,2002,1(1):69-74.Zhou Fulin,Tan Ping,Yan Weiming.Theoretical andExperimental Research on New System of Semi-Active Controlof Structure[J].Journal of Guangzhou University:NaturalScience Edition,2002,1(1):69-74.
[30]彭亚萍,刘增夕.AVS/D半主动振动控制结构的抗震设计方法探讨[J].地震工程与工程振动,2005,25(6):159-164.Peng Yaping,Liu Zengxi.Study on Seismic Design Method ofStructures with Active Variable Stiffness/Damper Semi-ActiveControl System[J].Earthquake Engineering and EngineeringVibration,2005,25(6):159-164.
[31]欧进萍,隋莉莉.结构振动控制的半主动磁流变质量驱动器(MR-AMD)[J].地震工程与工程振动,2002,22(2):108-114.Ou Jinping,Sui Lili.Structural Vibration Control of Semi-Active MR-AMD[J].Earthquake Engineering and EngineeringVibration,2002,22(2):108-114.
[32]Xu Zhaodong,Guo Yingqing.Integrated Intelligent ControlAnalysis on Semi-Active Structures by Using Magnetorheo-logical Dampers[J].Science in China Series E:TechnologicalSciences.2008,51(12):2280-2294.
[33]Erkus B,Abe M,Fujino Y.Investigation of Semi-Active Controlfor Seismic Protection of Elevated Highway Bridges[J].Engineering Structures,2002,24(3):281-293.
[34]徐龙河.高层结构半主动预测控制[J].天津大学学报,2008,41(4):482-487.Xu Longhe.Semi-Active Predictive Control of Tall Building[J].Journal of Tianjin University,2008,41(4):482-487.
[35]贝伟明,李宏男.半主动控制装置在受控结构中的优化布置[J].防震减灾工程学报,2008,26(1):28-33.Bei Weiming,Li Hongnan.Optimal Placement of Semi-ActiveControl Devices for Controlled Structure[J].Journal of DisasterPrevention and Mitigation Engineering,2008,26(1):28-33.
[36]周云,邓雪松,吴志远.高层建筑磁流变阻尼器风振半主动控制系统的优化[J].振动与冲击,2003,22(1):1-5.Zhou Yun,Deng Xuesong,Wu Zhiyuan.Optimization of Semi-Active Control System for Wind-Induced Vibration Controlof Tall Building Using MR Damper[J].Journal of Vibrationand Shock,2003,22(1):1-5.
[2]Kobori T.Shaking Table Experimental of Multi-Story SeimicResponse Controlled Structure with Active Variable Stiffness(AVS)System[C]∥Proceedings of 8th Japan EarthquakeEngineering Symposium.Tokyo:JSCE,1990:1923-1928.
[3]Kobori T.Experiment Study on Active Variable StiffnessSystem-Active Seismic Response Controlled Structure[C]∥Proceedings of 4th World Congress Council on Tall Buildingsand Urban Habitat.Hong Kong:The Hong Kong PolytechnicUniversity,1990:561-572.
[4]Nasu T,Kobori T.Active Variable Stiffness System withNon-Resonant Control[J].Earthquake Engineering andStructural Dynamics,2001,30(11):1597-1614.
[5]刘季,李敏霞.变刚度半主动结构振动控制[J].振动工程学报,1999,12(2):166-172.Liu Ji,Li Minxia.Semiactive Structural Control with VariableStiffness[J].Journal of Vibration Engineering,1999,12(2):166-172.
[6]李敏霞,刘季.变刚度半主动结构振动控制的试验研究[J].地震工程与工程振动,1998,12(4):90-95.Li Minxia,Li Ji.Experimental Study of Semiactive StructuralControl Using Variable Stiffness[J].Earthquake Engineeringand Engineering Vibration,1998,12(4):90-95.
[7]杨润林,周锡元,阎维明,等.结构半主动变刚度控制的研究[J].建筑科学,2007,23(3):10-14.Yang Runlin,Zhou Xiyuan,Yan Weiming,et al.Study onSemi-Active Structural Control Using Variable Stiffness System[J].Building Science,2007,23(3):10-14.
[8]杨润林,阎维明,周锡元,等.结构离复位控制的可行性研究[J].振动工程学报,2005,18(4):512-518.Yang Runlin,Yan Weiming,Zhou Xiyuan,et al.FeasibilityStudy for the Off-and-Towards-Equilibrium Control ofStructures[J].Journal of Vibration Engineering,2005,18(4):512-518.
[9]谭平,阎维明,周福霖.主动变刚度控制系统的瞬时最优控制算法[J].工程力学,1998(增刊3):65-70.Tan Ping,Yan Weiming,Zhou FulinI.nstantaneous OptimalControl Algorithm of Active Variable Stiffness Control System[J].Engineering Mechanics,1998(S3):65-70.
[10]Kobori T.Mission and Perspective towards Future StructuralControl Research[C]∥Proceedings of the 2nd WorldConference on Structural Control.Kyoto,Japan:John Wileyand Sons,1998:25-34.
[11]Kurata N,Kobori T,Takahashi M,et al.Actual SeismicResponse Controlled Building with Semi-Active DamperSystem[J].Earthquake Engineering and Structural Dynamics,1999,28(11):1427-1447.
[12]孙作玉.变阻尼半主动结构控制[D].哈尔滨:哈尔滨建筑大学,1998.Sun Zuoyu.Building Structure with a Semi-Active FluidDamper[D].Harbin:Harbin University of Civil Engineeringand Architecture,1998.
[13]Sadek F,Mohraz B.Semiactive Control Algorithms forStructures with Variable Dampers[J].Journal of EngineeringMechanics,1998,124(9):981-990.
[14]杨润林,周锡元,闫维明,等.结构半主动变阻尼控制性能评估[J].振动与冲击,2007,26(3):37-41.Yang Runlin,Zhou Xiyuan,Yan Weiming,et al.PerformanceEvaluation of Semiactive Structural Control Using VariableDampers[J].Journal of Vibration and Shock,2007,26(3):37-41.
[15]Nadathur V,Nagarajaiah S.Wind Response Control of Buildingwith Variable Stiffness Tuned Mass Damper Using EmpiricalMode Decomposition and Hilbert Transform[J].Journal ofEngineering Mechanics,2004,130(4):451-458.
[16]Yang Runlin,Zhou Xiyuan,Liu Xihui.Seismic StructuralControl Using Semi-Active Tuned Mass Dampers[J].Earthquake Engineering and Engineering Vibration,2002,1(1):111-118.
[17]杨润林,闰维明,周锡元,等.半主动U型液力阻尼器的结构振动控制[J].应用力学学报,2003,20(4):108-112.Yang Runlin,Yan Weiming,Zhou Xiyuan,et al.StructuralControl Using Semi-Active Tuned Liquid Column Dampers[J].Chinese Journal of Applied Mechanics,2003,20(4):108-112.
[18]李宏男,李忠献,祁皑,等.结构振动与控制[M].北京:中国建筑工业出版社,2005.Li Hongnan,Li Zhongxian,Qi Kaie,t al.Structural VibrationControl[M].Beijing:China Architecture&Building Press,2005.
[19]Jansen L M,Dyke S J.Semi-Active Control Strategies for MRDampers:A Camparative Study[J].Journal of EngineeringMechanics,2000,126:795-803.
[20]欧进萍,关新春.磁流变耗能器及其性能[J].地震工程与工程振动,1998,18(3):74-81.Ou Jinping,Guan Xinchun.Magnetorheological Fluid Dampersand Their Properties[J].Earthquake Engineering andEngineering Vibration,1998,18(3):74-81.
[21]欧进萍,关新春.磁流变耗能器性能的试验研究[J].地震工程与工程振动,1999,19(4):76-81.Ou Jinping,Guan Xinchun.Experimental Study ofMagnetorheological Damper Performance[J].EarthquakeEngineering and Engineering Vibration,1999,19(4):76-81.
[22]吴林林.磁流变阻尼器的构造设计与性能试验[D].天津:天津大学,2002.Wu Linlin.Structure Design and Performance Test of MRFD[D].Tianjin:Tianjin University,2002.
[23]徐龙河.基于磁流变阻尼器(MRFD)的半主动结构控制理论的研究[D].天津:天津大学,2002.Xu Longhe.Research on the MRFD-Based Semi-ActiveStructural Control Theory[D].Tianjin:Tianjin University,2002.
[24]李忠献,林伟,丁阳.多维地震激励下空间结构MR阻尼器半主动控制[J].天津大学学报,2007,40(5):512-518.Li Zhongxian,Lin Wei,Ding Yang.Semi-Active Control onSpatial Structures Using MR Damper Under Multi-Dimensional Earthquake Excitations[J].Journal of TianjinUniversity,2007,40(5):512-518.
[25]李秀领,李宏男.框-剪偏心结构平-扭耦联反应半主动控制试验研究[J].大连理工大学学报,2008,48(5):691-697.Li Xiuling,Li Hongnan.Experimental Study of Semi-ActiveControl of Coupled Translation and Torsion Response forFrame-Shear Wall Eccentric Structure[J].Journal of DalianUniversity of Technology,2008,48(5):691-697.
[26]秦相军,张洵安,谷文成.半主动控制下巨-子型有控结构的风振控制参数特性研究[J].振动与冲击,2008,27(1):49-52.Qin Xiangjun,Zhang Xunan,Gu Wencheng.Parametric Studyon Semi-Active Control for a Mega-Sub-Controlled StructureSubjected to Random Wind Loads[J].Journal of Vibrationand Shock,2008,27(1):49-52.
[27]Qin X J,Zhang X A,Sheldon Cherry.Study on Semi-ActiveControl of Mega-Sub Controlled Structure by MR DamperSubject to Random Wind Loads[J].Earthquake Engineeringand Engineering Vibration,2008,7(3):285-294.
[28]Tse T,Chang C C.Shear-Mode Rotmy MagnetorheologicalDamper for Small-Scale Structural Control Experiments[J].Journal of Engineering Mechanics,2004,130(6):904-911.
[29]周福霖,谭平,阎维明.结构半主动减震控制新体系的理论与试验研究[J].广州大学学报:自然科学版,2002,1(1):69-74.Zhou Fulin,Tan Ping,Yan Weiming.Theoretical andExperimental Research on New System of Semi-Active Controlof Structure[J].Journal of Guangzhou University:NaturalScience Edition,2002,1(1):69-74.
[30]彭亚萍,刘增夕.AVS/D半主动振动控制结构的抗震设计方法探讨[J].地震工程与工程振动,2005,25(6):159-164.Peng Yaping,Liu Zengxi.Study on Seismic Design Method ofStructures with Active Variable Stiffness/Damper Semi-ActiveControl System[J].Earthquake Engineering and EngineeringVibration,2005,25(6):159-164.
[31]欧进萍,隋莉莉.结构振动控制的半主动磁流变质量驱动器(MR-AMD)[J].地震工程与工程振动,2002,22(2):108-114.Ou Jinping,Sui Lili.Structural Vibration Control of Semi-Active MR-AMD[J].Earthquake Engineering and EngineeringVibration,2002,22(2):108-114.
[32]Xu Zhaodong,Guo Yingqing.Integrated Intelligent ControlAnalysis on Semi-Active Structures by Using Magnetorheo-logical Dampers[J].Science in China Series E:TechnologicalSciences.2008,51(12):2280-2294.
[33]Erkus B,Abe M,Fujino Y.Investigation of Semi-Active Controlfor Seismic Protection of Elevated Highway Bridges[J].Engineering Structures,2002,24(3):281-293.
[34]徐龙河.高层结构半主动预测控制[J].天津大学学报,2008,41(4):482-487.Xu Longhe.Semi-Active Predictive Control of Tall Building[J].Journal of Tianjin University,2008,41(4):482-487.
[35]贝伟明,李宏男.半主动控制装置在受控结构中的优化布置[J].防震减灾工程学报,2008,26(1):28-33.Bei Weiming,Li Hongnan.Optimal Placement of Semi-ActiveControl Devices for Controlled Structure[J].Journal of DisasterPrevention and Mitigation Engineering,2008,26(1):28-33.
[36]周云,邓雪松,吴志远.高层建筑磁流变阻尼器风振半主动控制系统的优化[J].振动与冲击,2003,22(1):1-5.Zhou Yun,Deng Xuesong,Wu Zhiyuan.Optimization of Semi-Active Control System for Wind-Induced Vibration Controlof Tall Building Using MR Damper[J].Journal of Vibrationand Shock,2003,22(1):1-5.
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