建筑工程中结构振动控制研究应用综述
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
介绍了建筑工程中结构振动控制的分类和各种控制方法的隶属类别;详细说明了结构振动控制各种类别的理论分支;对各控制理论的研究历史和最新进展进行了简要的说明,并举例说明各措施或技术在国内外的应用情况和在实际地震中的抗震效果;最后总结了各控制措施的优点及不足,指出可能的解决方法和未来发展的方向。旨在为相关科技工作者提供全面的理论纲要,为方便相关理论的研究人员查阅文献做出贡献。
The classification and methods of structural vibration control in construction engineering are described here;every branch of the theories of the structural vibration control is detailed;a brief description is made for the history and latest progress on the control theory research;the application of every measure or technology at home and abroad and the effect of them under actual earthquakes are illustrated;finally,the various control measures' advantages and shortcomings are summed up,and the possible solutions and the direction in future are pointed out.This article aims to provide a full range of introduction,and offer references and convenience for relevant researchers.
引文
[1]周福霖.工程结构减震控制[M].北京:地震出版社,1997:29-48.
    [2]李忠献.结构地震反应优化阻尼器控制及非经典阻尼结构动力分析[D].天津:天津大学,1991.
    [3]李桂青,邹祖军.结构振动控制评述[J].地震工程与工程振动,1987,7(1):83-93.
    [4]周宏伟.结构振动控制理论及其应用[D].武汉:武汉工业大学,1990.
    [5]吴建军.基于神经网络的结构地震响应控制[D].天津:天津大学,1998.
    [6]孙剑平,朱日希.结构控制方法评述[J].力学进展,2000,30(4):495-505.
    [7]GB50011-2001.建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
    [8]RISkinner,WHRobinson,McVerry G H.An introduction to seismicisolation[M].Wiley,Chichester,1993:3-15.
    [9]曾桂香,黄慧.混凝土结构基础隔震技术及其应用[J].自然灾害学报,2008.17(2):127-130.
    [10]孙玉红,祁皑,王丽红.隔震技术在多层建筑中的应用[J].沈阳建筑大学学报(自然科学版),2005,21(6):667-669.
    [11]倪国葳,张玉敏,赵亚敏.建筑结构基础隔震分析[J].地震工程与工程振动,2006,26(3):206-209.
    [12]彭樵斌,韩小雷,季静.被动控制技术在土木工程中的应用现状[C].第七届全国现代结构工程学术研讨会[A].天津.2007.
    [13]Rohman MA,Leipholz HHE.General approachto active structuralcontrol[J].J Eng Mech,1979,105(6):1007-1023.
    [14]洪峰,王前信.滞变一摩擦基底隔震系统的随机地震反应分析[J].地震工程与工程振动,1997,17(3):1-8.
    [15]洪峰,王前信.滞变-摩擦基底隔震支座的试验和模型[J].地震工程与工程振动,1997,17(1):1-8.
    [16]Mokha A,Constantinou MC,Reinhorn A M.Verification of frictionmodel of teflon bearings under triaxial load[J].J Struc Eng,1993,119(1):240-261.
    [17]陈永祥,祁皑,才华.隔震结构动力反应研究[J].沈阳建筑工程学院学报(自然科学版),2002,18(2):88-90.
    [18]徐忠根,谢军龙,周福霖.多层建筑隔震改造设计[J].地震工程与工程振动,2001,21(3):132-139.
    [19]韩传峰,李春祥.基础和屋顶隔震混凝土结构的地震振动台实验研究[J].地震工程与工程振动,2004,24(1):141-147.
    [20]苏经宇,曾德民.我国建筑结构隔震技术的研究和应用[J].地震工程与工程振动,2001,21(4):94-101.
    [21]宋刚.叠层橡胶垫基础隔震的应用研究[D].南京:东南大学,2006.
    [22]刘季,周云.结构抗震控制的研究与应用状况(上)———基础隔震与耗能减震技术[J].哈尔滨建筑大学学报,1995,28(4):1-5.
    [23]杨迪雄,李刚,程耿东.隔震结构的研究概况和主要问题[J].力学进展,2003,33(3):302-312.
    [24]李勇军,王英红.工程结构减震控制技术的发展[J].辽宁工学院学报,2001,21(6):49-50.
    [25]苏经宇,曾德民.叠层钢板橡胶隔震体系设计与分析[J].工程抗震,1996,(4):27-32.
    [26]陈永祥.叠层钢板橡胶垫基础隔震的应用研究-高宽比,构造措施研究及经济性评价[D].沈阳:沈阳建筑工程学院,2002.
    [27]黄永林,孔建国.基础隔震技术的发展及对未来建筑设计思想的影响[J].工程抗震,2000,(1):24-29.
    [28]周云,徐彤.耗能减震技术的回顾与前瞻[J].力学与实践,2002,22(5):1-7.
    [29]周云,徐彤,俞公骅,李希平.耗能减震技术研究及应用的新进展[J].地震工程与工程振动,1999,19(2):122-131.
    [30]周云,刘季.加劲阻尼装置在建筑抗震中的应用[J].工程抗震,1997,(1):34-38.
    [31]周云,刘季.双环软钢耗能器的试验研究[J].地震工程与工程振动,1998,18(2):117-123.
    [32]孙树民.土木工程结构振动控制技术的发展[J].噪声与振动控制,2001,(1):22-28.
    [33]陆赢祺.两结构互联体系的高效阻尼控制[D].北京:北京工业大学,2002.
    [34]周云,周福霖,邓雪松.铅阻尼器的研究与应用[J].世界地震工程,1999,15(1):53-61.
    [35]吴斌,张纪纲,欧进萍.Pall型摩擦阻尼器的试验研究及与数值分析[J].建筑结构学报,2003,24(2):7-13.
    [36]Bakhshi A,Araki H,Shimazu T.Evaluation of performance of a sus-pensionisolation systemsubjectedto strong ground motion[J].Earth-quake Engineering and Structural Dynamics.1998,27.
    [37]周锡元,阎维明,杨润林.建筑结构的隔震、减震和振动控制[J].建筑结构学报,2002,23(2):2-12,26.
    [38]Pall ASand Marsh C.Frictionjointsfor seismic control of large panelstructures[J].Journal of Prestrssed Concrete Institute,1980,25(6):38-61.
    [39]赵鸿铁,徐赵东,张兴虎.耗能减震控制的研究、应用与进展[J].西安建筑科技大学学报,2001,33(1):1-5.
    [40]刘伟庆,魏琏,李松柏.摩擦阻尼器及摩擦阻尼支撑框架[J].南京建筑工程学院学报,1994,(2):9-16.
    [41]周云,刘季.耗能减震技术研究与应用进展[J].世界地震工程,1995.11(1):20-28.
    [42]A.M.Reinhomand M.C.Constantinou.Experimental and analyti-cal investigation of seismic retrofit of structures with supplementaldamping:part I—fluld viscous damping devices[R].Technical Re-port NCEER-95-001.National Center for Earthquake EngineeringResearch.Buffalo.NY.January,1995.
    [43]董军,刘伟庆,王曙光,等.宿迁市文体馆基础隔震非线性时程分析研究[J].地震工程与工程振动,2002,22(6):103-108.
    [44]刘伟庆,王曙光,葛卫,等.宿迁市府苑小区综合楼隔震分析[J].建筑结构,2003,33(8):21-29.
    [45]吴波,郭安薪.粘弹性阻尼器的性能研究[J].地震工程与工程振动,1998,18(2):108-116.
    [46]Nielsen E J,Lai M L,Soong T T,et al.Viscoelastic damperoverviewfor seismic and wind application[C]//Proceedings of theFirst World Conference on Structural Control.Los Angeles:1994:42-51.
    [47]程文镶,隋杰英,陈月明,等.宿迁市交通大厦采用粘弹性阻尼器的减震设计与研究[J].建筑结构学报,2000,21(3):30-35.
    [48]Andrzej,Milecki.Investigation and control of magneto-rheologicalfluid dampers[J].International Journal of Machine Tools&Manufac-ture,2001,(41):379-391.
    [49]A.Marioni,A.Silvestri,M.Ubaldini.Development and applicationof innovative energy dissipation systems in the EC countries-Part2:electro-inductive energy dissipaters[C]//International Post-SMirtConference Seminar on Seismic Isolation,Passive Energy Dissipationand Active Control of Seismic Vibration of Structures.Taormina,I-taly,August 25-27,1997.
    [50]K.Shimizu,T.Isogai,D.Fuchigami,H.Tomatsuri,T.Sanno.Study on passive structural response control systems[C]//The FifthInternational Conference on Tall Buildings,Hong Kong,1998.
    [51]李桂青,熊火清.结构鞭鞘效应的控制与分析[J].地震工程与工程振动,1987,(4):1-14.
    [52]刘季,李惠.HMS系统对高层建筑鞭鞘效应的控制与分析[C]//第四届高层建筑抗震技术交流会论文集.西安,1990.
    [53]吴晓兰.大跨度抖拉桥结构阻尼消能减震技术研究[D].南京:南京工业大学,2004.
    [54]Hrovat D,Barak P,Rabins M.Semi-active versus passive or activetuned mass dampers for structural control[J].J Eng Mech,ASCE.1983,109(3):691-705.
    [55]Fujii K,et al.Damper using liquid sloshing motion-tuned sloshingdamper[J].Summaries of Technical Papers of Annual Meeting Archi-tectural Institute of Japan,1987:1483-1484.
    [56]张敏政,丁世文,郭迅.利用水箱减振的结构控制研究[J].地震工程与工程振动,1993,13(1):14-20.
    [57]程文氵襄,瞿伟廉,等.南京电视塔的风振控制[J].土木工程学报,1993,(4):14-20.
    [58]秦惠纪,杨军译.调谐液柱式减振器[J].结构工程师,1991,(2):11-14.
    [59]顾仲权,马扣根,陈卫东.振动主动控制[M].北京:国防工业出版社,1997.
    [60]武田寿一.建筑隔震、防振与控振[M].北京:中国建筑工业出版社,1997.
    [61]Proceedings of Seminar on Seismic Isolation.Passive Energy Dissipa-tion and Active Control.Redwood,California,1993,2(ACT17-1).
    [62]王光远.高耸结构风振的控制[C]//高耸结构学术交流会,1980.
    [63]Kobori T.Technology development and forecast of dynamical intelli-gent building(DIB)[J].Journal of Intelligent Material Systems andStructures,1990,1(4):391-407.
    [64]Nasu T,Kobori T,Takahashi M,et al.Analytical studyonthe activevariable stiffness systemappliedto a high-rise buildingsubjectedtotherecords in osaka plain during the 1995 hyogo-ken nanbu earthquake[J].Journal of Structural Engineering,1996,42(8):1-8.
    [65]Hrovat D,Pinhas Barak,Michael Rabins.Semi-active versus passiveor active tuned mass dampers for structural control[J].J Eng Mech,1983,109(3):691-705.
    [66]Oren Vilay.Design of modal control of structures[J].J Eng Mech,ASCE,1981,107(EM5).
    [67]Yang J N.Newoptimal control algorithmsfor structural control[J].JEng Mech,ASCE,1987,113(9):1369-1386.
    [68]Yang J N,et al.Aseismic hybrid control of nonlinear and hystereticstructures[J].J Eng Mech,1992,118(7):1441-1456.
    [69]Udwadia F E.Tabaie S.Pulse control of single degree-of-freedomsystem[M].J Eng Mech,ASCE,1981.
    [70]齐凯.从10wcee看结构控制技术发展现状[J].世界地震工程,1994,(2):12-20.
    [71]Abdel-Rohman M,Leipholz HHE.Structural control by pale assign-ment method[J].J Eng Mech,ASCE,1978,104(EM5):1159-1175.
    [72]SAAFAKe.Adaptive modeling identification and control of dynamicstructural systems[J].J Eng Mech.ASCE,1989,115(11).
    [73]Rodellar J,Barbat A H,Martin-Sanchez J M.Predicative control ofstructures[J].J Eng Mech,ASCE,1987,113(6):797-812.
    [74]瞿伟廉,等.高耸结构模糊随机风振反应的振型控制[J].上海力学,1988,9(1):33-46.
    [75]蔡靖.大跨斜拉桥地震反应的主动控制研究[D].成都:西南交通大学(博士论文),2001.
    [76]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.
    [77]Karnopp D,Crosby MJ,Harwood R A.Vibration control usingsemi-active force generators[J].Journal of Engineeringfor Industry,1974,96(2):619-626.
    [78]Hrovat D,Barak P,Rabins M.Semi-active versus passive or activetuned mass dampersfor structural control[J].J Eng Mech,1983,109(3):691-705.
    [79]周云.耗能减震理论与设计[M].黑龙江:哈尔滨建筑大学,1996.
    [80]李桂青,周宏伟.结构控制进展[M].北京:地震出版社,1992.
    [81]欧进萍,关新春.土木工程智能结构体系的研究与发展[J].地震工程与工程振动,1999,19(2):21-28.
    [82]刘季,李敏霞.变刚度半主动结构振动控制[J].振动工程学报,1999,12(2):166-172.
    [83]吴波,刘汾涛,魏德敏.变刚度半主动控制结构的拟振型分解法[J].华南理工大学学报(自然科学版),2002,30(9):85-90.
    [84]吴波,刘汾涛,魏德敏.变刚度半主动控制结构的抗震设计方法[J].振动工程学报,2003,16(3):306-310.
    [85]Symans MD,Constantinou MC.Experi-mental testing and analyticalmodeling of semi-active fluid dampersfor seismic protection[J].Jour-nal of Intelligent Material Systems and Structures,1997,8:644-657.
    [86]Kurata N,Kobori T,Takahashi M,et al.Active variable dampingsysteminlarge earthquakes[J].Proc 3rd Int Conf on Motion and Vi-brational Control,1996,(3):285-290.
    [87]Feng Q,Shinozuka M.Use of a variable damper for hybrid control ofbridge response under earthquake[R].Proc US National Workshop onStructural Control Research,USC Publication No.CE29013,1990.
    [88]Kobori T,Takahashi M,Nasu T,et al.Seismic response controlledstructure with active variable stiffness system[J].Earthquake Engrgand Struct Dyn,1993,22(11):925-941.
    [89]Akbay Z,Aktan HM.Actively regulated friction slip devices[C]//Proc 6th Canadian Conf on Earthquake Engrg,1991:367-374.
    [90]Kannan S,et al.Active control of buildingseismic response byenergydissipation[J].Earthquake Engrg and Struct Dyn,1995,24(5):747-759.
    [91]Agrawal A K,Yang J N.A Semi-active electromagnetic frictiondamper for response control of structures[C]//Proc StructuresCongress 2000b,ASCE,CD RAM(8 Pages),Philadelphia,PA.
    [92]瞿伟廉,陈朝晖,徐幼麟.被动及半主动摩擦阻尼器对合肥翡翠电视塔地震发应的控制[J].地震工程与工程振动,2000,20(2):101-106.
    [93]瞿伟廉,陈朝晖,徐幼麟.压电材料智能摩擦阻尼器对高耸钢塔结构风振反应的半主动控制[J].地震工程与工程振动,2000,20(1):94-99.
    [94]Chang J C H,Soong TT.Structural control using active tuned massdampers[J].Journal of Engineering Mechanics Division,ASCE,1980,106(6):1091-1098.
    [95]Abe M.Semi-activetuned mass dampersfor seismic protection of civilstructure[J].Earthquake Engrg and Struct Dyn,1996,(25):743-749.
    [96]Pinkaew T,Fujino Y.Effectiveness of semi-active tuned massdampers under harmonic excitation[J].Engineering Structures,2001,23(7):850-856.
    [97]Abe M.Semi active tuned mass dampers using pulse control[C]//Proc of 11th world conf.on earthquake engineering,Acapulco,Mexi-co,1996.
    [98]Sakai F,Takaeda S,Tamaki T.Tuned liquid column damper newtype devicefor suppression of buildingvibrations[C]//Proceedings ofInternational Conference on High rise Buildings,Nanjing,China,1989:926-931.
    [99]KareemA.The next generation of tunedliquid dampers[C]//Proc ofthe 1st World Conf on Struct Control,Los Angeles,FB5 USA:IASC,1994:19-28.
    [100]Abe M,Kimura S,Fujino Y.Control lawsfor semi-activetunedliq-uid column damper with variable orifice opening[C]//Paper pre-sented at 2nd International Workshop on Structural Control,HongKong,1996.
    [101]Jung HJ,Spencer BF,Ni YQ,et al.State of the art of semiactivecontrol systems using MRfluid dampers in civil engineering applica-tion[J].Structural Engineering and Mechanics,2004,17(3/4):493-526.
    [102]徐赵东,沈亚鹏.磁流变阻尼结构的双态控制和三态控制弹塑性分析[J].西安交通大学学报,2003,37(7):754-758.
    [103]Winslow WM.Method and means for translating electrical impulsesinto mechanical forces[J].US Patent,1947,(2):417,850.
    [104]Ehrgott R C,Masri S F.Modeling the oscillatory dynamic behaviorof electro-rheological materials in shear[J].Smart Materials andStructures,1992,1(4):275-285.
    [105]Gavin HP,Ortiz DS,Hanson R D.Testing and modeling of a pro-to-type ERdamper for seismic structural response control[C]//Procof International Workshop on Structural Control,Honolulu,HI,1993:166-180.
    [106]颜桂云,孙炳楠,陆鸣.MR阻尼器对建筑结构地震反应的半主动H∞控制[J].工程力学,2004,21(2):95-100.
    [107]邬吉吉华.磁流变阻尼器对斜拉索控制的研究[D].杭州:浙江大学,2003.
    [108]翁建生.基于磁流变阻尼器的车辆悬架系统半主动控制[D].南京:南京航空航天大学,2001.
    [109]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.
    [110]孙清,伍晓红,胡志义,等.磁流变阻尼器性能试验及其非线性力学模型[J].工程力学,2007,24(4):183-187.
    [111]闫维明,葛惠娟,董彬,等.逆变型磁流变阻尼器的实验和分析[J].地震工程与工程振动,2007,27(3):171-176.
    [112]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].地震工程与工程控制,2001,21(4):159-162.
    [113]欧进萍,关新春.可控流体减振驱动器的研究与应用[J].世界地震工程,1998,14(4):30-39.
    [114]Dyke S J,Spencer B F,Sain MK,et al.Modeling and control ofmagneto rheological dampers for seismic response reduction[J].Smart Materials and Structures,1996,5(5):565-575.
    [115]周福霖,谭平,阎维明.结构半主动减震控制新体系的理论与试验研究[J].广州大学学报(自然科学版),2002,1(1):69-74.
    [116]孙清,张智谦,周进雄,等.时滞对结构振动半主动控制效果的影响[J].应用力学学报,2002,19(3):77-80.
    [117]孙清,伍晓红,戴红,等.结构振动半主动控制系统的时滞补偿研究[J].机械科学与技术,2005,24(5):505-509.
    [118]亓兴军,许敬军.时滞对桥梁半主动控制和主动控制的影响[J].工业建筑,2006,36(增刊):179-181.
    [119]Nagashima I,Shinozaki Y.Variable gainfeedback control techniqueof active mass damper andits applicationto hybrid structural control[J].Earth Engrg&Struct Dyn,1997,(26):815-838.
    [120]Yang J N,Danielians A,Liu SC.Aseismic hybrid control systemsfor building structures[J].J Eng Mech,ASCE,1995,12(4):555-567.
    [121]Yang J N,Li Z,et al.Nonlinear control of buildings using hybridsystems[C]//Proc.of ATC-17-1 Seminar on seismic isolation,passive energy dissipation,and active control.vol.2.San FranciscoCalifornia,Mar.,1993:11-12.
    [122]李敏霞,刘季.变刚度半主动结构振动控制的研究[J].地震工程与工程振动,1997,17(1):90-95.
    [123]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,1997,17(2):92-97.
    [124]李惠,袁雪松,吴波.粘滞流体变阻尼半主动控制器对结构抗震控制的试验研究[J].振动工程学报,2002,15(1):25-30.
    [125]田石柱,刘季.结构模型的AMD主动控制试验[J].地震工程与工程振动,1999,19(4):90-94.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心