粘滞阻尼减震结构的研究与应用进展
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摘要
本文总结了国内粘滞阻尼器的研究与应用现状,包括粘滞阻尼材料,粘滞阻尼器的类型、性能和力学模型,粘滞阻尼减震结构的性能、分析模型和设计方法,粘滞阻尼器在工程中的应用状况等。分析了粘滞阻尼器研究与应用中存在的问题,提出了今后应加强研究的几个问题,给出了发展减震技术的一些建议。
In this paper,The present condition of the research of viscous damper is generalized,including the viscous damping material,the types,characteristics and mechanic models of viscous dampers,the performance,analysis models and design methods of structures with viscous dampers,the application status of viscous dampers in structure engineering field.Besides,questions existed in the research and application of viscous dampers are analyzed,and some questions that need further research are put forward.At last,a few suggestions about the development of earthquake mitigation technology are pointed out.
In this paper,The present condition of the research of viscous damper is generalized,including the viscous damping material,the types,characteristics and mechanic models of viscous dampers,the performance,analysis models and design methods of structures with viscous dampers,the application status of viscous dampers in structure engineering field.Besides,questions existed in the research and application of viscous dampers are analyzed,and some questions that need further research are put forward.At last,a few suggestions about the development of earthquake mitigation technology are pointed out.
引文
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[2]Taylor D P and Constantinou M C.Test Methodology andProcedures for Fluid Viscous Dampers Used in Structures toDissipate Seismic Energy[R].Taylor Devices,Inc.Technical Report,April 28,1994.
[3]Toong T and Dargush G F.Passive Energy DissipationSystem in Structural Engineering[R].State University ofNew York at Buffalo,1997.
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[8]Viscous Damper Versus Friction Damper for Retrofit of aNon-ductile Reinforced Concrete Building with UnreinforcedMasonry Infills Dihong Sgao,m.s.,E.Andersen BjornstadKane Jacobs Inc.SEAOC 1999 Convention.
[9]Taylor Devices Seismic Dampers and Seismic ProtectionProducts.Http:www.Taylordevices.com/tayd.htm.
[10]法国JARRET公司.Damper应用篇—新建桥梁制震实例[J].法国JARRET高速铁路桥梁和椿技刊杂志,2000(7).
[11]武田寿一著,纪晓惠,陈良,鄢宁译.建筑物隔震防振与控振[M].北京:中国建筑工业出版社,1997.
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[13]欧进萍,丁建华.油缸间隙式阻尼器理论与试验研究[J].地震工程与工程振动,1999,19(4):82~88.
[14]叶正强.工程结构减震粘滞流体阻尼器的动态力学性能试验研究[D].南京:东南大学硕士学位论文,2000.
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[16]Yasuo TSUYUKI,Yoshihiro GOFUKU,Fumiya IIYAMAand Yuji KOTAKE.JSSI Manual for Building PassiveControl Technology Part-3 Performance and Quality of OilDamper[A].13thWorld Conference on EarthquakeEngineering[C],Paper NO.2468.
[17]Yoshiko TANAKA,Sumio KAWAGUCHI,MasaruSUKAGAWA etc.JSSI Manual for Building Passive ControlTechnology Part-4 Performance and Quality of ViscousDampers[A].13thWorld Conference on EarthquakeEngineering[C],Paper NO.1387.Earthquake Resistant Engineering and Retrofitting Vol.28,No.4 2006
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[19]林佳,魏陆顺,刘文光,王豫.油阻尼器的力学性能试验研究[J].国外建材科技,2004,25(5):92~94.
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[22]张同忠.粘滞阻尼器和铅阻尼器的理论和试验研究[D].北京:北京工业大学工学硕士学位论文,2004.
[23]Arima F,Miyazaki M,Tankaka H.and Yamazaki Y(1998).A Study on Building with Large Damping UsingWalls[A].Ninth World Conf.Earthquake Engrg.[C],Tokyo,V,821~826.
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[25]Miyazaki M,Mitsusaka Y.Design of A Building with 20%or Greater Damping[A],Proceedings of Tenth WorldConference on Earthquake Engineering[C],1992,4143~4148.
[26]章振涛.粘滞阻尼墙及其动力性能试验研究[D].南京:南京工业大学硕士学位论文,2003.
[27]张方,潘德恩.含转动干扰粘滞阻尼墙的阻尼特性试验研究[J].振动工程学报,2002:85~88.
[28]谭在树.框架结构用粘滞阻尼墙减震的振动台试验与分析研究[D].北京:清华大学硕士学位论文,1996:1~10.
[29]谭在树,钱稼茹.钢筋混凝土框架用粘滞阻尼墙减震研究[J].建筑结构学报,1998(2):50~59.
[30]Austin D E Pan,Ngai Yeung.Wind Tunnel Experiment of aBuilding Model Incorporating Viscous-damping Walls[J].Wind&Structures,2001,4(3):261~276.
[31]Jeing J C,Hideo Moritaka,Ikuo Shimoda.Three-Dimensional Inelastic Analysis of Structure with ViscousDamping System Kagoshima Airport Terminal BuildingSeismic Retrofit,1999.
[32]丁建华.结构的粘滞流体阻尼减震系统及其理论与试验研究[D].哈尔滨:哈尔滨工业大学博士学位论文,2001.
[33]黄振兴,黄尹男,洪雅惠.含非线性粘滞阻尼器结构之减震试验与分析[R].国家地震工程研究中心报告,NCREE-02-020.
[34]闫锋.粘滞阻尼墙耗能减振结构的试验研究和理论分析[D].上海:同济大学硕士学位论文,2004.
[35]刘伟庆,葛卫,陆伟东.消能支撑-方钢管混凝土框架结构抗震性能的试验研究[J].地震工程与工程振动,2004,24(4):106~109.
[36]Tsopelas P and Constantinou M C.NCEER-TaiseiCorporation Research Program on Sliding Seismic IsolationSystems for Bridges:Experimental and Analysis Study of ASystem Consisting of Sliding Bearings and Fluid RestoringForce/Damping Devices[R].Technical Report NCEER-94-0014,National Center for Earthquake Research,Buffalo,NY,1994.
[37]Ngai Yeung.Viscous-Damping Walls for Controlling Wind-Induced Vibrations in Buildinds[ph.D.Thesis].HongKong:The University of Hong Kong,2000.
[38]欧进萍,吴斌,龙旭.结构被动耗能减震效果的参数影响[J].地震工程与工程振动,1998,18(1):60~70.
[39]Nicos Makris and Constantinou M C.Fractional-DerivativeMaxwell Model for Viscous Dampers[J].Journal ofStructural Engineering,Vol.117,No.9,2708~2724,Sept.1991.
[40]Nicos Makris,Constantinou M C and Dargush G F.Analytical Model of Viscoelastic Fluid Dampers[J].Journalof Structural Engineering,Vol.119,No.11,3310~3325,Nov.1991.
[41]Gokhan Pecken,John B.Mander,EERI M and Stuart SChen.The Seismic Response of 1:3 Scale Model R.CStructure with Elastomeric Sping Dampers[J].EarthquakeSpectra,Vol.11,No.2,249~267,May 1995.
[42]Nicos Makris,Dargush G F.and Constantinou M C.DynamicAnalysis of Generalized Viscoelastic Fluids[J].Journal ofStructural Mechanics,Vol.119,No.8,1663~1679,August1993.
[43]日本免震构造协会编.パツシブ制振构造设计.施工マニユアル[M].东京:明文社,2003.
[44]蒋通,贺磊.非线性粘滞阻尼器消能结构减振效果分析[J].世界地震工程,2005,21(2):57~63.
[45]GB50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,1997.
[46]欧进萍,吴斌等.北京饭店消能减震抗震加固分析与设计[J].地震工程与工程振动,2001,21(4):82~87.
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