磁流变阻尼器在柔性底层结构振动控制中的应用
|
摘要
磁流变阻尼器是一种很有发展前景的减小地震作用的阻尼器,它具有能耗低、出力大、响应速度快、结构简单、阻尼力连续顺逆可调、价格便宜、并可方便地与微机控制结合等优良特点。许多学者研究表明,采用恰当控制律的磁流变阻尼结构,在地震中能取得很好的控制效果。
本文将磁流变阻尼器应用于柔性底层结构的振动控制中,主要完成了以下工作:
(1)为了能最大限度的发挥磁流变阻尼器的优点及评价磁流变阻尼器在结构振动控制中的效果,本文详细介绍了磁流变阻尼器已有的几种理想化的磁流变阻尼器模型。
(2)为了更好的应用磁流变阻尼器进行振动控制,本文详细推导了经典线性二次型最优控制算法和线性二次型Gauss最优控制算法。
(3)磁流变半主动控制技术的发展为磁流变阻尼器在结构振动控制领域的应用奠定了基础,本文介绍了各种磁流变半主动控制算法,并将限界Hrovat磁流变阻尼控制算法应用于柔性底层结构的振动控制中。
(4)采用限界Hrovat最优控制算法对柔性底层结构地震反应进行半主动控制分析研究,并且与结构的无控和主动控制效果进行了比较,算例表明,磁流变阻尼器能够有效地控制柔性底层结构在地震作用下的位移反应。
MR damper is one of the most promising control devices for civil engineering applications to earthquake hazard mitigation, because they have many advantages such as small power requirement reliability and low price to manufacture. Many scholars’study show that applying the proper control law of magneto-rheological damping structure can obtain very good control effect in the earthquake.
In this paper, MR Damper is used in vibration control of soft first Structures. The following work is done:
(1) To develop control algorithms that take maximum advantage of the unique features of the damper and to evaluate its effectiveness for structural control applications, in this paper, a review of several idealized mechanical models for fluid damper is detailedly presented.
(2) In order to promote the application of MR damper in vibration control, Linear Quadratic Regulator control Algorithm and linear Quadratic Gaussion control Algorithm are detailedly derived in this paper.
(3) The development of magneto-rheological semi-active control technology which has laid a foundation for the application of MR damper in vibration control of structures.
(4) the analytical researches are done on the semi-active control of seismic response to structure with limiting gauge Hrovat optimal control algorithm, and the results of semi-active control are compared with the results of no control and active control of structure. It is shown through a calculation sample that the MR damper does have good control effect on the seismic response of the structures with the soft first story.
本文将磁流变阻尼器应用于柔性底层结构的振动控制中,主要完成了以下工作:
(1)为了能最大限度的发挥磁流变阻尼器的优点及评价磁流变阻尼器在结构振动控制中的效果,本文详细介绍了磁流变阻尼器已有的几种理想化的磁流变阻尼器模型。
(2)为了更好的应用磁流变阻尼器进行振动控制,本文详细推导了经典线性二次型最优控制算法和线性二次型Gauss最优控制算法。
(3)磁流变半主动控制技术的发展为磁流变阻尼器在结构振动控制领域的应用奠定了基础,本文介绍了各种磁流变半主动控制算法,并将限界Hrovat磁流变阻尼控制算法应用于柔性底层结构的振动控制中。
(4)采用限界Hrovat最优控制算法对柔性底层结构地震反应进行半主动控制分析研究,并且与结构的无控和主动控制效果进行了比较,算例表明,磁流变阻尼器能够有效地控制柔性底层结构在地震作用下的位移反应。
MR damper is one of the most promising control devices for civil engineering applications to earthquake hazard mitigation, because they have many advantages such as small power requirement reliability and low price to manufacture. Many scholars’study show that applying the proper control law of magneto-rheological damping structure can obtain very good control effect in the earthquake.
In this paper, MR Damper is used in vibration control of soft first Structures. The following work is done:
(1) To develop control algorithms that take maximum advantage of the unique features of the damper and to evaluate its effectiveness for structural control applications, in this paper, a review of several idealized mechanical models for fluid damper is detailedly presented.
(2) In order to promote the application of MR damper in vibration control, Linear Quadratic Regulator control Algorithm and linear Quadratic Gaussion control Algorithm are detailedly derived in this paper.
(3) The development of magneto-rheological semi-active control technology which has laid a foundation for the application of MR damper in vibration control of structures.
(4) the analytical researches are done on the semi-active control of seismic response to structure with limiting gauge Hrovat optimal control algorithm, and the results of semi-active control are compared with the results of no control and active control of structure. It is shown through a calculation sample that the MR damper does have good control effect on the seismic response of the structures with the soft first story.
引文
[1]孙剑平等.结构控制方法评述[J].力学进展, 2001,11,30(4):495-505.
[2] Housner G W, Bergman L A, Caughey T K et al. Structoral Control: past, Prescnt, and Future J.Engrg.Mech.[J], 1997, 123(9):897-971.
[3]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,2003.11:329-339.
[4]刘季,李敏霞.变刚度结构半主动控制的研究[J].地震工程与工程振动,1997,(1).
[5]刘季,孙作玉.结构可变阻尼半主动控制[J].地震工程与工程振动,1997,(2).
[6] Abe M. Semi-Active Tuned Mass Dampers for Seismic Protection of Structures [J]. Earthquake Engineering and Structural Dynamics ,Vol. 25 ,1996.
[7] Lou J. Y. K,et al. Active Tuned Liquid Damper for Structural Control. Proc. , First World Conf . on Struct. Control[J]. Los Angeles ,1994.
[8] Makris N. , et al. Electrorheological Fluid Dampers for Seismic Protection of Structures [M]. Proc. , SPIE Conf. on Smart Struct. And Mat. , I. Chopra , 1995.
[9] Spencer B. F. Jr. ,et al. Phenomenological Model of a Magtorheological Damper [J]. Engrg, Mech., ASCE, Vol,123 ,No. 3,1997.
[10] Feng Q. ,et al. Friction-controllable Sliding Isolated Systems[J]. Engrg. Mech. ,ASCE , Vol ,119,No. 9 , 1993.
[11]周云,吴志远,梁兴文.磁流变阻尼器对高层建筑风振反应的半主动控制[J].地震工程与工程振动,2001,21(4):159-162.
[12]周云,邓雪松,吴志远.磁流变阻尼器对高层建筑风振的舒适度的半主动控制分析[J].地震工程与工程振动,2002,22(6): 135-141.
[13]涂建维,瞿伟廉.设置磁流变阻尼器的高层钢架支撑体系的地震反应研究[J].工程抗震与加固改造,2006,28(2):73-77.
[14]郭安薪,李惠,欧进萍.广畅国际大厦磁流变和粘滞阻尼器抗震分析[J].世界地震工程,2003,19(4):45-50.
[15]薛素铎,卞晓芳. SMA-磁流变阻尼器在大跨度挑篷结构中的减振控制研究[J].空间结构,2005,11(2):19-26.
[16]唐少容,周岱,黄真,马骏,阳光. MR智能阻尼器对空间网壳结构的风振抑制分析[J].振动与冲击,2006,25(6):25-34.
[17]陈燚华,赵俊锋.空间结构磁流变阻尼器的半主动控制[J].低温建筑技术,2008,5:75-76.
[18]谭平,闫维明,周福霖.大平台多塔楼新型隔震体系的智能磁流变控制[J].工程抗震与加固改造,2007,29(3): 41-47.
[19]张洵安,谢霄,连业达.巨-子型控制结构体系风振的半主动控制研究[J].郑州大学学报,2005,26(4):39-43.
[20]李秀领,李宏男.框-剪偏心结构平-扭耦联反应半主动控制试验研究[J].大连理工大学学报,2008,48(5):691-197.
[21]李宏男,杨浩.多维地震作用下偏心结构的磁流变阻尼器半主动控制[J].地震工程和工程振动,2004, 24(3): 167-174.
[22]徐龙河,周云. MRFD半主动控制系统的时滞与补偿[J].地震工程和工程振动,2001,21(3):127-131.
[23]任清,应祖光.迟滞的磁流变阻尼器的随机最优控制力[J].噪声与振动控制,2004,(3):9-11.
[24]杜成斌,石平才.带有磁流变阻尼器的结构振动实时控制试验[J].河海大学学报,2009,37(3):308-312.
[25]隋莉莉,王刚,欧进萍.基于加速度反馈的结构地震反应半主动MR阻尼控制试验[J].地震工程和工程振动,2002,22(6): 89-95.
[26] Soong T.T. Active structural control theory and practice[M]. Longman Scientific & technical, UK, 1990. 50-57.
[27]宁欣,阎石,王丰.磁流变阻尼器半主动控制算法的改进[J].沈阳建筑工程学院学报,2004,20(1):4-6.
[28]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.
[29]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.
[30]李宏男,李瀛.应用MBC策略的MRD隔震结构半主动控制[J].地震工程和工程振动,2008,28(5):140-145.
[31] Y. Ribakov and J. Gluck. Selective controlled bade isolation system with magnetorheological dampers[J]. Earthquake Engineering Structs. Drry, 2002,31:1301-1324.
[32] Zhou Li and Zhang Zhicheng. Neural network realization of structural vibration control using MR damper[J]. Transactions of Nanjing University of Aeronautics & Astronautics, 2001,18(2):144-150.
[33] Dyke S J,Spencer B F Jr, Sain M K et al. Modeling and control of magnet-orheological dampers for seismic responser reduction[J]. Smart Materials and Structs., 1996,5: 565-575.
[34] Johson E A, Baker G A, Spencer B F Jr et al. Mitigating stay cable oscillation using semi-active damping[C]. Liu S C,editor. Smart structures and materials 2000: smart systems for bridges, structures, and highways. Beillingham(WA): The International Society for Optical Engieering, 2000,207-216.
[35] Lou W J, Ni Y Q,Ko J M. Modal damping and steppin-Switch control of stay cables with magnetorheological fluid dampers[C].Liu S C, editor. Smart structures and materials 2001:smart systems for bridges, structures,and highways. Beillingham (WA): The International Society for Optical Egnieering, 2001: 354-365.
[36] Ni Y Q, Chen Y, Ko J M. Neuro-control of cable vibration using semi-active magne-torheological dampers[J], Engnieering Structures, 2002, 24: 295-307.
[37]陈政请,倪一清,高赞明.磁流变阻尼器在斜拉桥拉索风雨振控制中的应用研究[J].桂林:第十届全国结构风工程学术会议论文集,2001:216-221.
[38]何旭辉,陈政清.洞庭湖大桥斜拉索减振试验研究[J].振动工程学报,2002,15(4):447-450.
[39]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):137-144.
[40]亓兴军,李小军,侯春林.简支箱梁桥地震反应半主动控制分析[J].公路交通技术,2007,24(7):60-63.
[41] Duan Yuanfeng and Ni Yi-qing. Design of MR dampers for open-loop vibration control of stay cables on cable supported structures. Spatial Structures, 2007,13(2): 58-64.
[42] Goudaninejad F, Saiiidi M, Hansen B C, Change F K .Control of bridges using magnet-orheological fluid dampers and fiber-reinforced composite-materal column [A]. Proceedings of the 1998 SPIE Conference [C]. San Diego,CA,USA.
[43]何旭辉,陈政清.磁流变阻尼器在抑制斜拉桥拉索风雨振中的应用研究[J].湖南大学学报,2002,29(3):91-95.
[44]王修远,陈政清,斜拉桥拉索风雨振观测及其控制[J].土木工程学报,2003, 36(6): 53-59.
[45]王修远,陈政清.斜拉桥拉索风雨振控制的智能阻尼技术[J].振动与冲击,2002,21(3):26-91.
[46]张明,姚红云,刘树华.非线性自适应隔离器数值仿真研究[J].机械工程与自动化,2008,(6):27-31.
[47]张明,徐天罡,高跃飞.自适应隔离器系统抗冲击特性研究[J].机械强度,2009,31(3):369-374.
[48]沈延,王峻.一种用于车辆半主动悬架控制的磁流变阻尼器模型[J].汽车工程,2009,31(5):463-466.
[49]王波,王荣秀,殷学纲.汽车磁流变半主动悬架系统的联合模态控制[J].振动工程学报,2006,19(3):313-318.
[50]刘晓燕,杨绍普.基于磁流变阻尼器的汽车悬架控制研究[J].振动与冲击,2007,26(5):130-132.
[51]文桂林,龚旭.基于ILMI算法的车辆半主动悬架静态输出反馈控制[J].汽车工程,2007,29(6):486-489.
[52]方子帆,邓兆祥.汽车磁流变半主动悬架控制方法研究[J].中国机械工程,2007,18(9):1121-1124.
[53]李锐,陈伟民,余淼.汽车磁流变悬架垂直振动控制与试验研究[J].中国机械工程,2008,19(17):2132-2138.
[54]叶雄兵,高文中,潘存治.磁流变减振座椅模糊控制器的设计与仿真[J].国防交通工程与技术,2006, (3): 46-48:.
[55]赵德敏,张琪昌,车辆座椅减振研究[J].天津理工大学学报,2006, 22(5): 6-8.
[56]侯保林,某火炮磁流变缓冲阻尼器的设计与分析[J].兵工学报,2006,27(4): 613-616.
[57]侯保林,磁流体特性对磁流变火炮后坐阻尼器性能的影响[J].爆炸与冲击,2006,26(3):245-249.
[58]冯占宗,陈守华,刘俊岩,徐海威.基于MRF—油气阻尼器的履带车辆半主动悬挂模型与分析[J].车辆与动力技术,2007,(1):20-23.
[59]张纪刚,吴斌,欧进萍.渤海某平台磁流变智能阻尼隔振控制[J].沈阳建筑大学学报, 2006,22(1):68-72.
[60]时忠民,屈衍.渤海新型抗冰导管架平台研究[J].中国海上油气,2008, 20(5): 336-341.
[61]杨飏,欧进萍.导管架式海洋平台磁流变阻尼隔震结构的模型试验[J].震动与冲击,2006,25(5):1-5.
[62]杨飏,欧进萍.导管架式海洋平台模型结构磁流变阻尼隔震数值分析[J].应用基础与工程科学学报,2007,15(2):183-189.
[63]姚熊亮,邓忠超,张明.船用智能抗冲击隔离器动力学数值试验分析[J].哈尔滨工程大学学报,2007, 28(2): 128-154.
[64]田正东,姚熊亮,沈志华,邓忠超.基于MR的船用减振抗冲隔离器力学特性研究[J].哈尔滨工程大学学报,2008,29(8):783-788.
[65]杨万庆.屋盖MR智能隔震系统对升船机地震反应的智能控制[J].工程抗震与加固改造,2005,27:81-84.
[66]涂建维,瞿伟廉.升船机地震鞭梢效应基于神经网络预测的MR智能半主动控制[J].噪声与振动控制,2006,(2):20-23.
[67]朱石坚,何琳.船舶机械振动控制[M].国防工业出版社,北京,2006.1.20-23.
[68]王唯,夏品奇.采用磁流变阻尼器的直升机“地面共振”分析[J].南京航空航天大学学报,2003,35(3):283-287.
[69]刘丽坤,郑钢铁.采用多作动器并联隔振平台的整星半主动隔振研究[J].上海航天,2008,(6):39-42.
[70]曹雷团,顾仲权.带桨间磁流变阻尼器的直升机“地面共振”开-关控制研究[J].南京航空航天大学学报,2003,35(3): 283-287.
[71]孙伟,翁建生,胡海岩.带有传动机构的翼段颤振半主动抑制[J].南京航空航天大学学报,2004,36(4):422-426.
[72]汪建晓,孟光,陈运西.挤压式磁流变液阻尼器—转子系统的振动控制试验[J].航空动力学报,2005,20(3):424-428.
[73]杜林平,孙树民,磁流变阻尼器在结构振动工程中的应用[J].噪声与振动控制,2010,31(2):127-130.
[74]周云,吴志远,梁兴文.磁流变阻尼器对高层建筑风振反应的半主动控制[J].地震工程与工程震动,2001,21(4):159-162.
[75]何旭辉,陈政清,黄方林,王修勇,倪一清.洞庭湖大桥斜拉锁减振试验研究[J].振动工程学报,2002,15(4):447-450.
[76]方子帆,邓兆祥.汽车磁流变半主动悬架控制方法研究[J].中国机械工程,2007,18(9):1121-1124.
[77]张纪刚,吴斌,欧进萍,海洋平台冰振控制试验研究[J],东南大学学报,2005,35:31-34.
[78]王唯,夏品奇.采用磁流变阻尼器的直升机“地面共振”分析[J].南京航空航天大学学报,2003,35(3):264-267.
[79]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[J].哈尔滨建筑大学博士学位论文,[D]2000.
[80]汪建晓,孟光.磁流变阻尼器用于振动控制的理论及实验研究[J].振动与冲击,2001,20(2):39-45.
[81]马昆,聂玉光,张小章.磁流变液在离心机过临界技术中的应用[J].清华大学学报,2008,48(3):388-392.
[82]欧进萍,关新春.可控流体减震器的研究与应用[J].世界地震工程,1998,14(4):30-39.
[83]欧进萍,关新春.磁流变耗能器的试验研究[J].地震工程与工程振动,1999,19(4):76-81.
[84]杨仕清等.磁流变液智能材料、特性及器件研究[J].大自然探索,1998,17(65):38-41.
[85] Andrzej Milecki, Investigation and Control of Magnetorheologicol Fluid Dampers, International Journal of Machine Tools & Manufacture[J]. 2001,41(4):379-391.
[86]李宏男,阎石.中国结构控制的研究和应用[J].地震工程与工程振动,l999,19(l):107-112.
[87] N.Gluck,A.M.Reinhom,J.Gluck,and R.Levy. Design of supplemental Dampersln for Control of Structures[J]. Journal of Structural Engineering,1996,122(12):1394-1399.
[88]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,1998,17(65): 38-41.
[89] Laura M.Jansen,Shriley J.Dyke,Semi-Active Control Strategies for MR Dampers: A comparative Study[J]. English Mechanics,1997,l26(8):795-803.
[90]汪建晓,孟光.流变性能[J].机械强度,2001,23(1):50-56.
[91] Zhang Zhengyong, Zhang Yaohua, Yu Chengduan, et al. Study of magnetorheological fluids[J]. Journal of Functional Materials and Devices, 2001, 12:340-344.
[92] RABINOW J. The magnetic fluid clutch[J]. AIEE Trans., 1948,67:1308-1315.
[93] Philips R W, Engineering applications of fluids with variable yield stress[D]. Ph.D dissertation university of California, Berkeley, CA,USA,1969.
[94] Ginder J M, Davis L C and Elie L D, Rheology of magnetorheology fluids:Models and Measurements[C]. Proceedings of 5th international conference on ER and NRfluids,1995:504-515.
[95] Jolly M R, Carlson J D and Munoz B C, A model of the behavior of magnetorheological materials[J]. Smart materials and structures, 1996, 3(5):607-614.
[96] Carlson J D, Catanzarite D M and ST Clair K A. Commercial magnetorheological fluid device[C]. Proceedings of 5th international conference on ER fluids, MR fluids and associated technology, U.sheffield, UK,1995:20-28.
[97] Ashour O, Kinder D and Giurgiutin V. Manufacturing and characterization of magnetorheological fluids[J]. SPIE, 1997, 3040:174-184.
[98] Ashour O, Rogers C A and Kordonskey W. Magnetorheological fluids: Materials, characterization and device[C]. Proceeding of the 6th international conference on adaptive structures, 1995:23-34.
[99] Pradeep P, Phule M, Mihalcin P and Seval G. The role of the dispersed-phase remnant magnetization on the redispersibility of magnetorheological fluids[J]. Journal of material research, 1999, 14(7):3037-3041.
[100] Weiss K D, et al.. Magnetorheological matericals utilizing surface-modified particles, United States patent, 1996, 5:578-638.
[101] Guangqiang Yang. Large-scale magnetorbeological fluid damper for vibration mitigation: modeling,testing and control[D]. Ph.D dissertation, 2001.
[102] Dyke S J, Accleration feedback control stragegies for active and semi一active control systems: modeling,algorithm development, and experimental verification[D]. Dissertation, 1996.
[103]谭平,闫维明,周福霖.大平台多塔楼新型隔震体系的智能磁流变控制[J].工程抗震与加固改造,2007,29(3):41-47.
[104]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,2003.11:328-329.
[105]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,2003.11:61-62.
[106]孙树民,梁启智.隔振独桩平台地震反应的半主动磁流变阻尼器控制研究[J].振动与冲击,2001,20(3):61-64.
[107]日本建筑学会,1995年兵库县南部地震灾害调查速报[R]. 1995.
[108]刘季,李惠.液压质量控制系统( HMS)对底层大空间建筑的抗震控制[J].建筑结构学报, 1997, 18(2):52–64.
[109]邱法维,欧进萍.耗能-隔震柔性底层钢管混凝土结构的振动台实验和损失分析[J].地震工程与工程振动, 1996,16 (4):85–92.
[110] Rami M E, Gary C H. Analysis and seismic strengthening of concrete structures[J]. The structural design of tall building,1995 ,4 (1):71-90.
[111]孙树民.柔性底层结构的主动变刚度/阻尼抗震控制[J].华南理工大学学报, 2001, 29 (2):80-82.
[112]禹见达,陈政清,王修勇.改进的Bang-Bang控制算法的理论与试验研究[J].振动与冲击,2010,29(2):60-65.
[113]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,2003,11:329-330.
[114]沈蒲生.混凝土结构设计[M].北京,高等教育出版社,2005,6:209-210.
[115]张春巍,欧进萍.结构振动AMD控制系统主动控制力特征指标与分析[J].工程力学,2007,24(5):1-9.
[116]谭平,宁响亮,周福霖.结构主动控制的一体化多目标优化研究[J].振动工程学报,2009,12(6):638-644.
[117]张微敬,欧进萍.多层结构基于静态输出反馈的主动控制试验研究[J].震动与冲击,2007,26(8):158-178.
[2] Housner G W, Bergman L A, Caughey T K et al. Structoral Control: past, Prescnt, and Future J.Engrg.Mech.[J], 1997, 123(9):897-971.
[3]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,2003.11:329-339.
[4]刘季,李敏霞.变刚度结构半主动控制的研究[J].地震工程与工程振动,1997,(1).
[5]刘季,孙作玉.结构可变阻尼半主动控制[J].地震工程与工程振动,1997,(2).
[6] Abe M. Semi-Active Tuned Mass Dampers for Seismic Protection of Structures [J]. Earthquake Engineering and Structural Dynamics ,Vol. 25 ,1996.
[7] Lou J. Y. K,et al. Active Tuned Liquid Damper for Structural Control. Proc. , First World Conf . on Struct. Control[J]. Los Angeles ,1994.
[8] Makris N. , et al. Electrorheological Fluid Dampers for Seismic Protection of Structures [M]. Proc. , SPIE Conf. on Smart Struct. And Mat. , I. Chopra , 1995.
[9] Spencer B. F. Jr. ,et al. Phenomenological Model of a Magtorheological Damper [J]. Engrg, Mech., ASCE, Vol,123 ,No. 3,1997.
[10] Feng Q. ,et al. Friction-controllable Sliding Isolated Systems[J]. Engrg. Mech. ,ASCE , Vol ,119,No. 9 , 1993.
[11]周云,吴志远,梁兴文.磁流变阻尼器对高层建筑风振反应的半主动控制[J].地震工程与工程振动,2001,21(4):159-162.
[12]周云,邓雪松,吴志远.磁流变阻尼器对高层建筑风振的舒适度的半主动控制分析[J].地震工程与工程振动,2002,22(6): 135-141.
[13]涂建维,瞿伟廉.设置磁流变阻尼器的高层钢架支撑体系的地震反应研究[J].工程抗震与加固改造,2006,28(2):73-77.
[14]郭安薪,李惠,欧进萍.广畅国际大厦磁流变和粘滞阻尼器抗震分析[J].世界地震工程,2003,19(4):45-50.
[15]薛素铎,卞晓芳. SMA-磁流变阻尼器在大跨度挑篷结构中的减振控制研究[J].空间结构,2005,11(2):19-26.
[16]唐少容,周岱,黄真,马骏,阳光. MR智能阻尼器对空间网壳结构的风振抑制分析[J].振动与冲击,2006,25(6):25-34.
[17]陈燚华,赵俊锋.空间结构磁流变阻尼器的半主动控制[J].低温建筑技术,2008,5:75-76.
[18]谭平,闫维明,周福霖.大平台多塔楼新型隔震体系的智能磁流变控制[J].工程抗震与加固改造,2007,29(3): 41-47.
[19]张洵安,谢霄,连业达.巨-子型控制结构体系风振的半主动控制研究[J].郑州大学学报,2005,26(4):39-43.
[20]李秀领,李宏男.框-剪偏心结构平-扭耦联反应半主动控制试验研究[J].大连理工大学学报,2008,48(5):691-197.
[21]李宏男,杨浩.多维地震作用下偏心结构的磁流变阻尼器半主动控制[J].地震工程和工程振动,2004, 24(3): 167-174.
[22]徐龙河,周云. MRFD半主动控制系统的时滞与补偿[J].地震工程和工程振动,2001,21(3):127-131.
[23]任清,应祖光.迟滞的磁流变阻尼器的随机最优控制力[J].噪声与振动控制,2004,(3):9-11.
[24]杜成斌,石平才.带有磁流变阻尼器的结构振动实时控制试验[J].河海大学学报,2009,37(3):308-312.
[25]隋莉莉,王刚,欧进萍.基于加速度反馈的结构地震反应半主动MR阻尼控制试验[J].地震工程和工程振动,2002,22(6): 89-95.
[26] Soong T.T. Active structural control theory and practice[M]. Longman Scientific & technical, UK, 1990. 50-57.
[27]宁欣,阎石,王丰.磁流变阻尼器半主动控制算法的改进[J].沈阳建筑工程学院学报,2004,20(1):4-6.
[28]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.
[29]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.
[30]李宏男,李瀛.应用MBC策略的MRD隔震结构半主动控制[J].地震工程和工程振动,2008,28(5):140-145.
[31] Y. Ribakov and J. Gluck. Selective controlled bade isolation system with magnetorheological dampers[J]. Earthquake Engineering Structs. Drry, 2002,31:1301-1324.
[32] Zhou Li and Zhang Zhicheng. Neural network realization of structural vibration control using MR damper[J]. Transactions of Nanjing University of Aeronautics & Astronautics, 2001,18(2):144-150.
[33] Dyke S J,Spencer B F Jr, Sain M K et al. Modeling and control of magnet-orheological dampers for seismic responser reduction[J]. Smart Materials and Structs., 1996,5: 565-575.
[34] Johson E A, Baker G A, Spencer B F Jr et al. Mitigating stay cable oscillation using semi-active damping[C]. Liu S C,editor. Smart structures and materials 2000: smart systems for bridges, structures, and highways. Beillingham(WA): The International Society for Optical Engieering, 2000,207-216.
[35] Lou W J, Ni Y Q,Ko J M. Modal damping and steppin-Switch control of stay cables with magnetorheological fluid dampers[C].Liu S C, editor. Smart structures and materials 2001:smart systems for bridges, structures,and highways. Beillingham (WA): The International Society for Optical Egnieering, 2001: 354-365.
[36] Ni Y Q, Chen Y, Ko J M. Neuro-control of cable vibration using semi-active magne-torheological dampers[J], Engnieering Structures, 2002, 24: 295-307.
[37]陈政请,倪一清,高赞明.磁流变阻尼器在斜拉桥拉索风雨振控制中的应用研究[J].桂林:第十届全国结构风工程学术会议论文集,2001:216-221.
[38]何旭辉,陈政清.洞庭湖大桥斜拉索减振试验研究[J].振动工程学报,2002,15(4):447-450.
[39]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):137-144.
[40]亓兴军,李小军,侯春林.简支箱梁桥地震反应半主动控制分析[J].公路交通技术,2007,24(7):60-63.
[41] Duan Yuanfeng and Ni Yi-qing. Design of MR dampers for open-loop vibration control of stay cables on cable supported structures. Spatial Structures, 2007,13(2): 58-64.
[42] Goudaninejad F, Saiiidi M, Hansen B C, Change F K .Control of bridges using magnet-orheological fluid dampers and fiber-reinforced composite-materal column [A]. Proceedings of the 1998 SPIE Conference [C]. San Diego,CA,USA.
[43]何旭辉,陈政清.磁流变阻尼器在抑制斜拉桥拉索风雨振中的应用研究[J].湖南大学学报,2002,29(3):91-95.
[44]王修远,陈政清,斜拉桥拉索风雨振观测及其控制[J].土木工程学报,2003, 36(6): 53-59.
[45]王修远,陈政清.斜拉桥拉索风雨振控制的智能阻尼技术[J].振动与冲击,2002,21(3):26-91.
[46]张明,姚红云,刘树华.非线性自适应隔离器数值仿真研究[J].机械工程与自动化,2008,(6):27-31.
[47]张明,徐天罡,高跃飞.自适应隔离器系统抗冲击特性研究[J].机械强度,2009,31(3):369-374.
[48]沈延,王峻.一种用于车辆半主动悬架控制的磁流变阻尼器模型[J].汽车工程,2009,31(5):463-466.
[49]王波,王荣秀,殷学纲.汽车磁流变半主动悬架系统的联合模态控制[J].振动工程学报,2006,19(3):313-318.
[50]刘晓燕,杨绍普.基于磁流变阻尼器的汽车悬架控制研究[J].振动与冲击,2007,26(5):130-132.
[51]文桂林,龚旭.基于ILMI算法的车辆半主动悬架静态输出反馈控制[J].汽车工程,2007,29(6):486-489.
[52]方子帆,邓兆祥.汽车磁流变半主动悬架控制方法研究[J].中国机械工程,2007,18(9):1121-1124.
[53]李锐,陈伟民,余淼.汽车磁流变悬架垂直振动控制与试验研究[J].中国机械工程,2008,19(17):2132-2138.
[54]叶雄兵,高文中,潘存治.磁流变减振座椅模糊控制器的设计与仿真[J].国防交通工程与技术,2006, (3): 46-48:.
[55]赵德敏,张琪昌,车辆座椅减振研究[J].天津理工大学学报,2006, 22(5): 6-8.
[56]侯保林,某火炮磁流变缓冲阻尼器的设计与分析[J].兵工学报,2006,27(4): 613-616.
[57]侯保林,磁流体特性对磁流变火炮后坐阻尼器性能的影响[J].爆炸与冲击,2006,26(3):245-249.
[58]冯占宗,陈守华,刘俊岩,徐海威.基于MRF—油气阻尼器的履带车辆半主动悬挂模型与分析[J].车辆与动力技术,2007,(1):20-23.
[59]张纪刚,吴斌,欧进萍.渤海某平台磁流变智能阻尼隔振控制[J].沈阳建筑大学学报, 2006,22(1):68-72.
[60]时忠民,屈衍.渤海新型抗冰导管架平台研究[J].中国海上油气,2008, 20(5): 336-341.
[61]杨飏,欧进萍.导管架式海洋平台磁流变阻尼隔震结构的模型试验[J].震动与冲击,2006,25(5):1-5.
[62]杨飏,欧进萍.导管架式海洋平台模型结构磁流变阻尼隔震数值分析[J].应用基础与工程科学学报,2007,15(2):183-189.
[63]姚熊亮,邓忠超,张明.船用智能抗冲击隔离器动力学数值试验分析[J].哈尔滨工程大学学报,2007, 28(2): 128-154.
[64]田正东,姚熊亮,沈志华,邓忠超.基于MR的船用减振抗冲隔离器力学特性研究[J].哈尔滨工程大学学报,2008,29(8):783-788.
[65]杨万庆.屋盖MR智能隔震系统对升船机地震反应的智能控制[J].工程抗震与加固改造,2005,27:81-84.
[66]涂建维,瞿伟廉.升船机地震鞭梢效应基于神经网络预测的MR智能半主动控制[J].噪声与振动控制,2006,(2):20-23.
[67]朱石坚,何琳.船舶机械振动控制[M].国防工业出版社,北京,2006.1.20-23.
[68]王唯,夏品奇.采用磁流变阻尼器的直升机“地面共振”分析[J].南京航空航天大学学报,2003,35(3):283-287.
[69]刘丽坤,郑钢铁.采用多作动器并联隔振平台的整星半主动隔振研究[J].上海航天,2008,(6):39-42.
[70]曹雷团,顾仲权.带桨间磁流变阻尼器的直升机“地面共振”开-关控制研究[J].南京航空航天大学学报,2003,35(3): 283-287.
[71]孙伟,翁建生,胡海岩.带有传动机构的翼段颤振半主动抑制[J].南京航空航天大学学报,2004,36(4):422-426.
[72]汪建晓,孟光,陈运西.挤压式磁流变液阻尼器—转子系统的振动控制试验[J].航空动力学报,2005,20(3):424-428.
[73]杜林平,孙树民,磁流变阻尼器在结构振动工程中的应用[J].噪声与振动控制,2010,31(2):127-130.
[74]周云,吴志远,梁兴文.磁流变阻尼器对高层建筑风振反应的半主动控制[J].地震工程与工程震动,2001,21(4):159-162.
[75]何旭辉,陈政清,黄方林,王修勇,倪一清.洞庭湖大桥斜拉锁减振试验研究[J].振动工程学报,2002,15(4):447-450.
[76]方子帆,邓兆祥.汽车磁流变半主动悬架控制方法研究[J].中国机械工程,2007,18(9):1121-1124.
[77]张纪刚,吴斌,欧进萍,海洋平台冰振控制试验研究[J],东南大学学报,2005,35:31-34.
[78]王唯,夏品奇.采用磁流变阻尼器的直升机“地面共振”分析[J].南京航空航天大学学报,2003,35(3):264-267.
[79]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[J].哈尔滨建筑大学博士学位论文,[D]2000.
[80]汪建晓,孟光.磁流变阻尼器用于振动控制的理论及实验研究[J].振动与冲击,2001,20(2):39-45.
[81]马昆,聂玉光,张小章.磁流变液在离心机过临界技术中的应用[J].清华大学学报,2008,48(3):388-392.
[82]欧进萍,关新春.可控流体减震器的研究与应用[J].世界地震工程,1998,14(4):30-39.
[83]欧进萍,关新春.磁流变耗能器的试验研究[J].地震工程与工程振动,1999,19(4):76-81.
[84]杨仕清等.磁流变液智能材料、特性及器件研究[J].大自然探索,1998,17(65):38-41.
[85] Andrzej Milecki, Investigation and Control of Magnetorheologicol Fluid Dampers, International Journal of Machine Tools & Manufacture[J]. 2001,41(4):379-391.
[86]李宏男,阎石.中国结构控制的研究和应用[J].地震工程与工程振动,l999,19(l):107-112.
[87] N.Gluck,A.M.Reinhom,J.Gluck,and R.Levy. Design of supplemental Dampersln for Control of Structures[J]. Journal of Structural Engineering,1996,122(12):1394-1399.
[88]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,1998,17(65): 38-41.
[89] Laura M.Jansen,Shriley J.Dyke,Semi-Active Control Strategies for MR Dampers: A comparative Study[J]. English Mechanics,1997,l26(8):795-803.
[90]汪建晓,孟光.流变性能[J].机械强度,2001,23(1):50-56.
[91] Zhang Zhengyong, Zhang Yaohua, Yu Chengduan, et al. Study of magnetorheological fluids[J]. Journal of Functional Materials and Devices, 2001, 12:340-344.
[92] RABINOW J. The magnetic fluid clutch[J]. AIEE Trans., 1948,67:1308-1315.
[93] Philips R W, Engineering applications of fluids with variable yield stress[D]. Ph.D dissertation university of California, Berkeley, CA,USA,1969.
[94] Ginder J M, Davis L C and Elie L D, Rheology of magnetorheology fluids:Models and Measurements[C]. Proceedings of 5th international conference on ER and NRfluids,1995:504-515.
[95] Jolly M R, Carlson J D and Munoz B C, A model of the behavior of magnetorheological materials[J]. Smart materials and structures, 1996, 3(5):607-614.
[96] Carlson J D, Catanzarite D M and ST Clair K A. Commercial magnetorheological fluid device[C]. Proceedings of 5th international conference on ER fluids, MR fluids and associated technology, U.sheffield, UK,1995:20-28.
[97] Ashour O, Kinder D and Giurgiutin V. Manufacturing and characterization of magnetorheological fluids[J]. SPIE, 1997, 3040:174-184.
[98] Ashour O, Rogers C A and Kordonskey W. Magnetorheological fluids: Materials, characterization and device[C]. Proceeding of the 6th international conference on adaptive structures, 1995:23-34.
[99] Pradeep P, Phule M, Mihalcin P and Seval G. The role of the dispersed-phase remnant magnetization on the redispersibility of magnetorheological fluids[J]. Journal of material research, 1999, 14(7):3037-3041.
[100] Weiss K D, et al.. Magnetorheological matericals utilizing surface-modified particles, United States patent, 1996, 5:578-638.
[101] Guangqiang Yang. Large-scale magnetorbeological fluid damper for vibration mitigation: modeling,testing and control[D]. Ph.D dissertation, 2001.
[102] Dyke S J, Accleration feedback control stragegies for active and semi一active control systems: modeling,algorithm development, and experimental verification[D]. Dissertation, 1996.
[103]谭平,闫维明,周福霖.大平台多塔楼新型隔震体系的智能磁流变控制[J].工程抗震与加固改造,2007,29(3):41-47.
[104]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,2003.11:328-329.
[105]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,2003.11:61-62.
[106]孙树民,梁启智.隔振独桩平台地震反应的半主动磁流变阻尼器控制研究[J].振动与冲击,2001,20(3):61-64.
[107]日本建筑学会,1995年兵库县南部地震灾害调查速报[R]. 1995.
[108]刘季,李惠.液压质量控制系统( HMS)对底层大空间建筑的抗震控制[J].建筑结构学报, 1997, 18(2):52–64.
[109]邱法维,欧进萍.耗能-隔震柔性底层钢管混凝土结构的振动台实验和损失分析[J].地震工程与工程振动, 1996,16 (4):85–92.
[110] Rami M E, Gary C H. Analysis and seismic strengthening of concrete structures[J]. The structural design of tall building,1995 ,4 (1):71-90.
[111]孙树民.柔性底层结构的主动变刚度/阻尼抗震控制[J].华南理工大学学报, 2001, 29 (2):80-82.
[112]禹见达,陈政清,王修勇.改进的Bang-Bang控制算法的理论与试验研究[J].振动与冲击,2010,29(2):60-65.
[113]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,2003,11:329-330.
[114]沈蒲生.混凝土结构设计[M].北京,高等教育出版社,2005,6:209-210.
[115]张春巍,欧进萍.结构振动AMD控制系统主动控制力特征指标与分析[J].工程力学,2007,24(5):1-9.
[116]谭平,宁响亮,周福霖.结构主动控制的一体化多目标优化研究[J].振动工程学报,2009,12(6):638-644.
[117]张微敬,欧进萍.多层结构基于静态输出反馈的主动控制试验研究[J].震动与冲击,2007,26(8):158-178.