参考文献/References:
[1] Ch en Z Q,Wang X Y,K o J M,et al. M Rdamping system for mitigating wind-rain induced vibration on Dongting Lake cable stayed Bridge[J]. Wind and Structures,2004,7(5):293-304
[2] Yang G.Large-scalem agnetorheological fluid damper for vibration mitigation:modeling testing and control[D].University of Notre Dame,Indiana,USA,2001.
[3] 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.
[4] 李宏男,常治国,赵柏东.微种群遗传算法优化结构振动控制[J].地震工程与工程振动,2002,22(5):92-96.
[5] Spencer B F,Dyke SJ,Sain M K,et al. Phenomen ological model formagn etorheological dampers[J].Journal of Engineering Mechanics,1997, 123(3):230-238
[6] 翁建生,胡海岩,张庙康.磁流变阻尼器的实验建模[J].振动工程学报,2000,13(4):616-621
[7] Loh C H,Chung ST.A three stage identification approach for hysteretic systems[J].Earthquake Engineering and Structural Dynamics,1993,22 (1):129-150
[8] 李守巨,刘迎曦,任明法,等.基于改进遗传算法的水轮发电机振动荷载参数识别[J].工程力学,2003,20(5):163-169.
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