磁流变智能隔震系统研究与应用现状
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摘要
磁流变智能隔震系统作为一种新型隔震减震系统,克服了传统被动隔震结构的隔震层一经确定其性能参数将无法改变的缺点,可以同时对上部结构加速度和隔震层位移反应进行有效控制,因而适用于城市中大量重要建筑的地震反应控制。文中对其进行了研究与应用现状的介绍,具体包括磁流变阻尼器的研制、智能控制算法的编制和振动台试验研究等几部分,其中包括国内外取得的一些最新研究成果,还对该技术在工程中的应用情况进行了介绍。
The smart isolation system with magnetorheological dampers is a new isolation system.It conquers disadvantage of traditional passive isolations,their performance parameters are not changed after determining isolation layer.The smart isolation technology can control acceleration responses of top structure and displacement responses of isolation layer,therefore can apply to earthquake responses control of some important buildings in the city.Its research and application are introduced.Development for the magnetorheological damper,programming of the smart control algorithms and shake table test research are included in the paper.New research progress at home and abroad is presented.Project application state for the technology is also introduced.
The smart isolation system with magnetorheological dampers is a new isolation system.It conquers disadvantage of traditional passive isolations,their performance parameters are not changed after determining isolation layer.The smart isolation technology can control acceleration responses of top structure and displacement responses of isolation layer,therefore can apply to earthquake responses control of some important buildings in the city.Its research and application are introduced.Development for the magnetorheological damper,programming of the smart control algorithms and shake table test research are included in the paper.New research progress at home and abroad is presented.Project application state for the technology is also introduced.
引文
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[2]Soong TT,Spencer Jr B F.Active,semi-active and hybrid control of structure[C].12th World Conference on Earthquake Engineering,Auck-land,New Zealand,2002,33(3):387-402.
[3]Housner G W,Bergman L A,Caughey TK,et al.Structure control:past,present,and future[J].Journal of Engineering Mechanics,1997,123(9):897-971.
[4]Fi Yi,Dyke S J.Experimental verification of multi input seismic control strategies for smart dampers[J].Journal of Engineering Mechanics,2001,127(11):1152-1164.
[5]Carlson J D and Spencer B F.Magneto-rheological fluid dampers for semi-active seismic control[C]//The Second World Conference On StructureControl,Japan,1998.
[6]张平,刘奇.磁流变体流变学特性研究[J].化学物理学报,2001,14(3):1-7.Zhang Ping,Liu Qi.Study on the rheology character of magnetorheological fluid[J].Chinese Journal of Chemical Physics,2001,14(3):1-7.
[7]廖昌荣,余淼.基于Poiseuille流动的汽车磁流变减振器分析与测试[J].化学物理学报.2001,14(5):42-45.Liao Changrong,Yu Miao.Analysis and testing of automotive MR fluid shock absorber based on Poiseuille flowmode[J].Chinese Journal of Chem-ical Physics,2001,14(5):42-45.
[8]关新春,欧进萍.磁流变减振驱动器的响应时间试验与分析[J].地震工程与工程振动,2006,26(6):21-26.Guan Xinchun,Ou Jinping.Response time experiment and analysis of magnetorheological fluid actuator[J].Journal of Earthquake Engineering andEngineering Vibration,2006,26(6):21-26.
[9]瞿伟廉,刘嘉.500kN足尺磁流变液阻尼器设计的关键技术[J].地震工程与工程振动,2007,27(2):124-131.Qu Weilian,Liu Jia.Crucial techniques for design of500kNlarge-scale MR damper[J].Journal of Earthquake Engineering and Engineering Vibra-tion,2007,27(2):124-131.
[10]王耀男.计算智能信息处理技术及其应用[M].长沙:湖南大学出版社,1999.Wang Yaonan.Computational Intelligent Information Processing:Technology and Applications[M].Changsha:Hunan Universuty Press,1999
[11]Yoshida K,Yoshida S and Takeda Y.Semi-active control of base isolation using feedforward information of disturbance[C]//Proc of the SecondWorld Conference on Structural Control,Kyoto,Japan,1999:377-386.
[12]Ramallo J C,Yoshioka H.and Spencer B F.System identification of smart base isolation systems[J].Journal of Structural Engineering,ASCE,2002,128(5):540-551.
[13]杨飏,关新春,欧进萍.可调滞回模型的磁流变阻尼器性能及其试验[J].地震工程与工程振动,2002,22(2):115-120.Yang Yang,Guan Xinchun,Ou Jinping.Theoretical and experimental analysis of MR damper with adjustable hysteretic model[J].Journal ofEarthquake Engineering and Engineering Vibration,2002,22(2):115-120.
[14]李江,何玉敖.隔震和半主动控制组成的结构振动混合控制体系分析[C]//第十届全国结构工程会议论文集,2001,3:13-17.Li Jiang,He Yuao.Analysis on hybrid control system with isolated and semi-active structure vibration[C]//10th Structural Engineering Confer-ence,2001:13-17.
[15]王焕定,付伟庆.磁流变智能隔震系统的试验研究[J].同济大学学学报,2006,34(7):880-885.Wang Huanding,Fu Weiqing.Test of smart-based isolation system with magnetorheological damper[J].Journal of Tongji University,2006,34(7):880-885.
[16]张纪刚.海洋平台结构振动的被动与半主动混合阻尼控制[D].哈尔滨:哈尔滨工业大学,2005.Zhang Jigang.Passive and semi-active hybrid damping control of offshore platformstructure vibration[D].Harbin:Harbin Institute of Tecnoliogy,2005.
[17]杜修力,廖维张.智能隔震系统的冲击振动台试验[J].解放军理工大学学报,2007,8(6):689-695Du Xiuli,Liao Weizhang.Experiment study of intelligent shock vibration isolation system[J].Journal of PLAUniversity of Science and Technolo-gy,2007,8(6):689-695.
[18]相恒波,方秦.磁流变阻尼器抗爆隔震性能的数值模拟[J].振动与冲击,2007,26(11):106-113.Xiang Hengbo,Fang Qin.Numerical simulation on shock isolation of blast-resistant structure with magnetorheological dampers[J].Journal of Vi-bration and Shock,2007,26(11):106-113.
[19]谭平.高速公路跨线桥地震反应的智能磁流变控制[J].自然灾害学报,2007,16(3):138-146.Tan Ping.Smart control of seismic response of expressway overcrossing using magnetorheological damper[J].Journal of Natural Disasters,2007,16(3):138-146.
[20]周云,谭平.磁流变阻尼控制理论与技术[M].北京:科学出版社,2007.Zhou Yun,Tan Ping.Theory and Technology of MR Damper Control[M].Beijing:Science Press,2007.
[2]Soong TT,Spencer Jr B F.Active,semi-active and hybrid control of structure[C].12th World Conference on Earthquake Engineering,Auck-land,New Zealand,2002,33(3):387-402.
[3]Housner G W,Bergman L A,Caughey TK,et al.Structure control:past,present,and future[J].Journal of Engineering Mechanics,1997,123(9):897-971.
[4]Fi Yi,Dyke S J.Experimental verification of multi input seismic control strategies for smart dampers[J].Journal of Engineering Mechanics,2001,127(11):1152-1164.
[5]Carlson J D and Spencer B F.Magneto-rheological fluid dampers for semi-active seismic control[C]//The Second World Conference On StructureControl,Japan,1998.
[6]张平,刘奇.磁流变体流变学特性研究[J].化学物理学报,2001,14(3):1-7.Zhang Ping,Liu Qi.Study on the rheology character of magnetorheological fluid[J].Chinese Journal of Chemical Physics,2001,14(3):1-7.
[7]廖昌荣,余淼.基于Poiseuille流动的汽车磁流变减振器分析与测试[J].化学物理学报.2001,14(5):42-45.Liao Changrong,Yu Miao.Analysis and testing of automotive MR fluid shock absorber based on Poiseuille flowmode[J].Chinese Journal of Chem-ical Physics,2001,14(5):42-45.
[8]关新春,欧进萍.磁流变减振驱动器的响应时间试验与分析[J].地震工程与工程振动,2006,26(6):21-26.Guan Xinchun,Ou Jinping.Response time experiment and analysis of magnetorheological fluid actuator[J].Journal of Earthquake Engineering andEngineering Vibration,2006,26(6):21-26.
[9]瞿伟廉,刘嘉.500kN足尺磁流变液阻尼器设计的关键技术[J].地震工程与工程振动,2007,27(2):124-131.Qu Weilian,Liu Jia.Crucial techniques for design of500kNlarge-scale MR damper[J].Journal of Earthquake Engineering and Engineering Vibra-tion,2007,27(2):124-131.
[10]王耀男.计算智能信息处理技术及其应用[M].长沙:湖南大学出版社,1999.Wang Yaonan.Computational Intelligent Information Processing:Technology and Applications[M].Changsha:Hunan Universuty Press,1999
[11]Yoshida K,Yoshida S and Takeda Y.Semi-active control of base isolation using feedforward information of disturbance[C]//Proc of the SecondWorld Conference on Structural Control,Kyoto,Japan,1999:377-386.
[12]Ramallo J C,Yoshioka H.and Spencer B F.System identification of smart base isolation systems[J].Journal of Structural Engineering,ASCE,2002,128(5):540-551.
[13]杨飏,关新春,欧进萍.可调滞回模型的磁流变阻尼器性能及其试验[J].地震工程与工程振动,2002,22(2):115-120.Yang Yang,Guan Xinchun,Ou Jinping.Theoretical and experimental analysis of MR damper with adjustable hysteretic model[J].Journal ofEarthquake Engineering and Engineering Vibration,2002,22(2):115-120.
[14]李江,何玉敖.隔震和半主动控制组成的结构振动混合控制体系分析[C]//第十届全国结构工程会议论文集,2001,3:13-17.Li Jiang,He Yuao.Analysis on hybrid control system with isolated and semi-active structure vibration[C]//10th Structural Engineering Confer-ence,2001:13-17.
[15]王焕定,付伟庆.磁流变智能隔震系统的试验研究[J].同济大学学学报,2006,34(7):880-885.Wang Huanding,Fu Weiqing.Test of smart-based isolation system with magnetorheological damper[J].Journal of Tongji University,2006,34(7):880-885.
[16]张纪刚.海洋平台结构振动的被动与半主动混合阻尼控制[D].哈尔滨:哈尔滨工业大学,2005.Zhang Jigang.Passive and semi-active hybrid damping control of offshore platformstructure vibration[D].Harbin:Harbin Institute of Tecnoliogy,2005.
[17]杜修力,廖维张.智能隔震系统的冲击振动台试验[J].解放军理工大学学报,2007,8(6):689-695Du Xiuli,Liao Weizhang.Experiment study of intelligent shock vibration isolation system[J].Journal of PLAUniversity of Science and Technolo-gy,2007,8(6):689-695.
[18]相恒波,方秦.磁流变阻尼器抗爆隔震性能的数值模拟[J].振动与冲击,2007,26(11):106-113.Xiang Hengbo,Fang Qin.Numerical simulation on shock isolation of blast-resistant structure with magnetorheological dampers[J].Journal of Vi-bration and Shock,2007,26(11):106-113.
[19]谭平.高速公路跨线桥地震反应的智能磁流变控制[J].自然灾害学报,2007,16(3):138-146.Tan Ping.Smart control of seismic response of expressway overcrossing using magnetorheological damper[J].Journal of Natural Disasters,2007,16(3):138-146.
[20]周云,谭平.磁流变阻尼控制理论与技术[M].北京:科学出版社,2007.Zhou Yun,Tan Ping.Theory and Technology of MR Damper Control[M].Beijing:Science Press,2007.
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