引文
[1]Dyke S J,Spencer Jr B F,Sain MK,et al.Modeling and control of magnetorheological dampers for seismic response reduction[J].Smart Materialsand Structure,1996,5:565-575.
[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.