结构振动半主动控制策略的研究进展
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摘要
结构振动半主动控制是具有美好发展前景的技术。由于控制系统性能的好坏极大地依赖于所选择的控制律,因此,半主动控制律的研究成为半主动控制系统的核心问题。本文详细介绍了半主动控制策略的研究现状,分析了各种控制策略的优缺点,并指出该领域今后值得关注的一些问题。
Structural vibration semi-active control technique have a great prospect of development.The properties of semi-active control system greatly dependent on the control laws which ware chosen,and therefor the study of semi-active control laws will become the key problem of the study on semi-active control system.In this paper,studies on semi-active control strategies are summarized in detail.The advantages and disadvantages of every strategy are described.A number of open problems in this field are addressed.
Structural vibration semi-active control technique have a great prospect of development.The properties of semi-active control system greatly dependent on the control laws which ware chosen,and therefor the study of semi-active control laws will become the key problem of the study on semi-active control system.In this paper,studies on semi-active control strategies are summarized in detail.The advantages and disadvantages of every strategy are described.A number of open problems in this field are addressed.
引文
[1]徐龙河,周云,李忠献.半主动磁流变阻尼控制方法的比较与分析[J].世界地震工程,2000,16(3):95-100.
[2]李忠献,徐龙河,姜南,周云.基于MRF-04K阻尼器的结构减震控制模型试验研究[J].地震工程与工程振动,2004,24(1):148-153.
[3]张春巍,欧进萍.结构磁流变阻尼半主动控制的改进算法与仿真分析[J].世界地震工程,2003,19(1):37-43.
[4]Jann N Y,Kim J H,Anil K A.Resetting Semiactive StiffnessDamper for Seismic Response Control[J].ASCE Journal of Struc-tural Engineering,2000,126(12):1427-1433.
[5]徐赵东,沈亚鹏.磁流变阻尼结构的双态控制和三态控制弹塑性分析[J].西安交通大学学报,2003,37(7):754-758.
[6]周云,吴志远,邓雪松.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.
[7]Laura M.Jansen,Shirley J.Dyke.Semi-Active Control Strategiesfor MR Dampers:AComparative Study[J].ASCE Journal of Engi-neering Mechanics,2000,126(8):759-803.
[8]Brogan W L.Modern Control Theory[M].Prentice Hall,Engle-wood Cliffs,New Jersey.1991.
[9]Leitmann G.Semi-active Control for Vibration Attenuation[J].Journal of Intelligent Material Systems and Structures,1994,5(9):841-846.
[10]McClamroch N H,Gavin H P.Closed Loop Structural Control U-sing Electrorheological Dampers[A].Proc.of the Amer.Ctrl.Conf.,Seattle,Washington,1995:4173-4177.
[11]Dyke S J,Spencer J r B,et al.Seismic Response Reduction UsingMagneto-rheological Dampers[A].Proc.of the IFAC World Con-gress,San Francisco,1996:145-150.
[12]Dyke S J,Spencer J r,B F,Sain MK and Carlson J D.Modelingan Control of Magnetorheological Dampers for Seismic ResponseReduction[J].Smart Materials and Structures,1996,(5):565-575.
[13]Dyke S J,Spencer J r B F,Sain MK,et al.Experimental Verifica-tion of Semi-Active Structural Control Strategies Using AccelerationFeedback[J].Proc.of the 3rd Intl.Conf.on Motion and Vibr.Con-trol,Japan society of Mechanical Engineer,Tokyo,1996,(3):291-296.
[14]Yoshida O,Dyke S J.Seismic control of a nonlinear benchmarkbuilding using smart dampers[J].Journal of Engineering Mechan-ics,2004;130(4):386-392.
[15]Hyung-Jo Jung,Kang-Min Choi,et al.Application of some semi-ac-tive control algorithms to a smart base-isolated building employingMR dampers[J].Structural Control and Health Monitoring,2006,13(2-3):693-704.
[16]Inaudi J A.Modulated Homogeneous Friction:A Semi-activeDamping Strategy[J].Earthquake Engineering and Structural Dy-namics,1997,26(3):361-376.
[17]Takuju Kobori,Mtoichi Takahash,et al.Control AlgorithmFor Esti-mating Future Responses Of Active Variable Stiffness Structure[J].Earthquake Engineering And Structure Dynamics,1993,22(2):925-941.
[18]Kazuhiko Yamada,Takuji Kobori.Control Algorithm For EstimatingFuture Responses Of Active Variable Stiffness Structure[J].Earth-quake Engineering And Structure Dynamics,1995,24(3):1085-1099.
[19]Shuichi Kamagata,Takuji Kobori.Autonomous Adaptive Control OfActive Variable Stiffness System For Seismic Ground Motion[A].1st World Conference On Structure Control[C].Los Angeles,Cal-ifornia,USA,3-5 August 1994,TA4-33-TA4-42.
[20]李敏霞.变刚度半主动结构振动控制[D].哈尔滨:哈尔滨建筑大学,1998.
[21]何玉敖,冯德平.主动变刚度结构体系(AVS)多模态优化控制研究[J].建筑结构学报,2000,21(3):53-59.
[22]王伟,王焕定.电磁摩擦控制装置及其在结构控制中的应用[J].地震工程与工程振动,2000,20(1).
[23]王伟,耿淑伟,王焕定.主动连续变刚度结构体系(ACVS)控制方法研究[J].建筑结构学报,2003,24(1):69-73.
[24]Seung-Yong Ok,Dong-Seok Kim,et al.Semi-Active Fuzzy Controlof Cable-Stayed Bridges Using Magnetorheological Damper[J].Journal of Engineering Structures,2006,6(20):1-13.
[25]Symans MD,Kelly S W.Fuzzy logic control of bridge structures u-sing intelligent semi-active seismic isolation systems[J].Earth-quake Engineering and Structure Dynamics,1999,28(1):37-60.
[26]Zhi Q,Gu S.Olutunde Oyadiji.Application of MR damper in struc-tural control using ANFIS method[J].Computers and Structures,2007,(4).
[27]David A,Shook,Paul N Roschke,et al.GA-optimized fuzzy logiccontrol of a large-scale building for seismic loads[J].EngineeringStructures,2007,(4).
[28]何玉敖,吴建军.应用自递归神经网络(SRNN)预测结构响应[J].土木工程学报,1998,31(2):46-51.
[29]李宏男,阎石,林皋.建筑结构利用TLCD减振的神经网络智能控制[J].地震工程与工程振动,2000,20(3):137-142.
[30]徐晓龙,孙炳楠,唐锦春.基于模糊神经网络的建筑结构半主动控制研究[J].浙江建筑,2006,23(2):13-16.
[31]Schurter K C,Roschke P N.Neural-Fuzzy Control Of Structures U-sing Magneto-rheological Dampers[J].Proceedings of The Ameri-can Control Conference,Arlingtn,2001,(7):1097-1102.
[2]李忠献,徐龙河,姜南,周云.基于MRF-04K阻尼器的结构减震控制模型试验研究[J].地震工程与工程振动,2004,24(1):148-153.
[3]张春巍,欧进萍.结构磁流变阻尼半主动控制的改进算法与仿真分析[J].世界地震工程,2003,19(1):37-43.
[4]Jann N Y,Kim J H,Anil K A.Resetting Semiactive StiffnessDamper for Seismic Response Control[J].ASCE Journal of Struc-tural Engineering,2000,126(12):1427-1433.
[5]徐赵东,沈亚鹏.磁流变阻尼结构的双态控制和三态控制弹塑性分析[J].西安交通大学学报,2003,37(7):754-758.
[6]周云,吴志远,邓雪松.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.
[7]Laura M.Jansen,Shirley J.Dyke.Semi-Active Control Strategiesfor MR Dampers:AComparative Study[J].ASCE Journal of Engi-neering Mechanics,2000,126(8):759-803.
[8]Brogan W L.Modern Control Theory[M].Prentice Hall,Engle-wood Cliffs,New Jersey.1991.
[9]Leitmann G.Semi-active Control for Vibration Attenuation[J].Journal of Intelligent Material Systems and Structures,1994,5(9):841-846.
[10]McClamroch N H,Gavin H P.Closed Loop Structural Control U-sing Electrorheological Dampers[A].Proc.of the Amer.Ctrl.Conf.,Seattle,Washington,1995:4173-4177.
[11]Dyke S J,Spencer J r B,et al.Seismic Response Reduction UsingMagneto-rheological Dampers[A].Proc.of the IFAC World Con-gress,San Francisco,1996:145-150.
[12]Dyke S J,Spencer J r,B F,Sain MK and Carlson J D.Modelingan Control of Magnetorheological Dampers for Seismic ResponseReduction[J].Smart Materials and Structures,1996,(5):565-575.
[13]Dyke S J,Spencer J r B F,Sain MK,et al.Experimental Verifica-tion of Semi-Active Structural Control Strategies Using AccelerationFeedback[J].Proc.of the 3rd Intl.Conf.on Motion and Vibr.Con-trol,Japan society of Mechanical Engineer,Tokyo,1996,(3):291-296.
[14]Yoshida O,Dyke S J.Seismic control of a nonlinear benchmarkbuilding using smart dampers[J].Journal of Engineering Mechan-ics,2004;130(4):386-392.
[15]Hyung-Jo Jung,Kang-Min Choi,et al.Application of some semi-ac-tive control algorithms to a smart base-isolated building employingMR dampers[J].Structural Control and Health Monitoring,2006,13(2-3):693-704.
[16]Inaudi J A.Modulated Homogeneous Friction:A Semi-activeDamping Strategy[J].Earthquake Engineering and Structural Dy-namics,1997,26(3):361-376.
[17]Takuju Kobori,Mtoichi Takahash,et al.Control AlgorithmFor Esti-mating Future Responses Of Active Variable Stiffness Structure[J].Earthquake Engineering And Structure Dynamics,1993,22(2):925-941.
[18]Kazuhiko Yamada,Takuji Kobori.Control Algorithm For EstimatingFuture Responses Of Active Variable Stiffness Structure[J].Earth-quake Engineering And Structure Dynamics,1995,24(3):1085-1099.
[19]Shuichi Kamagata,Takuji Kobori.Autonomous Adaptive Control OfActive Variable Stiffness System For Seismic Ground Motion[A].1st World Conference On Structure Control[C].Los Angeles,Cal-ifornia,USA,3-5 August 1994,TA4-33-TA4-42.
[20]李敏霞.变刚度半主动结构振动控制[D].哈尔滨:哈尔滨建筑大学,1998.
[21]何玉敖,冯德平.主动变刚度结构体系(AVS)多模态优化控制研究[J].建筑结构学报,2000,21(3):53-59.
[22]王伟,王焕定.电磁摩擦控制装置及其在结构控制中的应用[J].地震工程与工程振动,2000,20(1).
[23]王伟,耿淑伟,王焕定.主动连续变刚度结构体系(ACVS)控制方法研究[J].建筑结构学报,2003,24(1):69-73.
[24]Seung-Yong Ok,Dong-Seok Kim,et al.Semi-Active Fuzzy Controlof Cable-Stayed Bridges Using Magnetorheological Damper[J].Journal of Engineering Structures,2006,6(20):1-13.
[25]Symans MD,Kelly S W.Fuzzy logic control of bridge structures u-sing intelligent semi-active seismic isolation systems[J].Earth-quake Engineering and Structure Dynamics,1999,28(1):37-60.
[26]Zhi Q,Gu S.Olutunde Oyadiji.Application of MR damper in struc-tural control using ANFIS method[J].Computers and Structures,2007,(4).
[27]David A,Shook,Paul N Roschke,et al.GA-optimized fuzzy logiccontrol of a large-scale building for seismic loads[J].EngineeringStructures,2007,(4).
[28]何玉敖,吴建军.应用自递归神经网络(SRNN)预测结构响应[J].土木工程学报,1998,31(2):46-51.
[29]李宏男,阎石,林皋.建筑结构利用TLCD减振的神经网络智能控制[J].地震工程与工程振动,2000,20(3):137-142.
[30]徐晓龙,孙炳楠,唐锦春.基于模糊神经网络的建筑结构半主动控制研究[J].浙江建筑,2006,23(2):13-16.
[31]Schurter K C,Roschke P N.Neural-Fuzzy Control Of Structures U-sing Magneto-rheological Dampers[J].Proceedings of The Ameri-can Control Conference,Arlingtn,2001,(7):1097-1102.
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