参考文献/References:
[1] Yang G.Large-scale magnetorh eological fluid damper for vibration mitigation:modeling,Testing and conrol[D].Indiana:Ph.D Dissertation University of Notre Dame,2001.
[2] Housner G W,Bergman L A,Caughey T K,et al.Structural control:past,present and future[J].ASCE Journal of Engineering Mechanics,1997,123(9):897-971.
[3] Yang G,Spencer Jr B F,Carlson J D and Sain M K.Large-scale M R fluid dampers:modeling,and dynamic perfomrance considerations[J].Engineering S tructures,2002,24(3):309-323.
[4] Spencer B F and Nagarajaiah S.State-o-f the-Art of structural control[J].ASCE Journal of Structural Engineering(In Press) ,2003,7(129):845-856(in press).
[5] Fujitani H,et al.Development of 400k N magnetorheological damper for a real baseiso lated building[C]//Proceedings of SPIE Conference Smart Structures and Materials.Bellingham:Wash,England.SPIE-In ternational Society for Optical Engineering,2003:5057.
[6] Ni Y Q,Ko JM,Chen Z Q,et al.Lessons learned from application of semiactive MR dampers to bridge cables for wind-rain-induced vibration control[C]//Proceedings of China-Japan Work shopon Vibration Control and Health Monitoring of Structures and Third Chinese Symposiumon Structural Vibration Control.Shanghai:2002.
[7] 欧进萍.结构振动控制——主动、半主动和智能控制[M].北京:科学出版社,2003.
[8] 关新春,磁流变液及其智能结构减振驱动器的理论与试验研究[D].哈尔滨:哈尔滨工业大学,2000.
[9] 欧进萍,龙旭,肖仪清,等.导管架式海洋平台结构阻尼隔振体系及减振效果分析[J].地震工程与工程振动,2002,22(3):115-122.
[10] Spencer B F Jr,Dyke et al.Phenomenological model of amagnetorheo logical damper[J].Journal of Engineering Mechanics,1997,123(3):230-238.
[11] 周强,瞿伟廉.磁流变阻尼器的两种力学模型和试验验证[J].地震工程与工程振动,2002,22(4):144-150.
[12] 涂建维,MR阻尼器的研究及其在升船机地震鞭梢效应上的应用[D].武汉:武汉理工大学,2003.
[13] 李庆扬,莫孜中,祁力群.非线性方程组的数值解法[M].北京:科学出版社,1992:123-152.
相似文献/References:
[1]袁健,Paul N. Roschke.滚动FPS和MR阻尼器混合基础动力学模型及仿真[J].地震工程与工程振动,2007,27(01):024.
Yuan Jian,Paul N. Roschke.Dynamic model of hybrid system with dual-rollers FPS and MR damper and its simulation[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2007,27(02):024.
[2]姜南,李忠献.相邻结构地震反应MR阻尼器控制的仿真分析[J].地震工程与工程振动,2008,28(02):131.
JIANG Nan,LI Zhongxian.Simulation analysis of MR damper Control over seismic responses of adjacent structures[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2008,28(02):131.
[3]陈水生.高架桥梁地震响应模糊半主动控制[J].地震工程与工程振动,2005,25(06):165.
Chen Shuisheng.Semi-active control based on fuzzy theory of seismic response for elevated highway bridges[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2005,25(02):165.