基础隔震技术的研究现状
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摘要
介绍了几种基础隔震体系的隔震原理及优、缺点 .对基础隔震系统的消能限位和固定限位国内外研究进行了详细的综述 .并提出对安装固定限位装置的隔震结构急待进行振动台试验研究 .
The paper introduces some principles ,advantages and disadvantages of base-isolation systems .At the same time,it introduces mainly the research about displacement-limited of base-isolation systems at home and abroad. According to the research,it is urgent to do some shaking table tests about base-isolation of displacement-limited with fixation.
The paper introduces some principles ,advantages and disadvantages of base-isolation systems .At the same time,it introduces mainly the research about displacement-limited of base-isolation systems at home and abroad. According to the research,it is urgent to do some shaking table tests about base-isolation of displacement-limited with fixation.
引文
[1] R .I .Skinner,W .H .RobinsonandG .H .Mcvery,工程隔震概论[M]谢礼立,周雍年,赵兴权等译,北京:地震出版社,1996
[2] M .S .ChalhoubandJ .M .Kelly,SlidersandTensionControlledReinforedElastomericBearingsCombinedforEarthquakeIsola tion[J]EarthquakeEngineering&StructuralDynamics,Vol.27,No.1,1990
[3] RyotaMaseki,IchiroNagashima,MasayoshiHisano,anExperi mentalStudyonApplicationofHybrid-typeBaseIsolationSys temtoHigh-riseBuildings[C],12thWorldConferenceonEarthquakeEngineering,Jan30-Feb4,2000,Auckland,NewZealand,Vol.12,P .99.1～99.6
[4] 周锡元,韩淼,李大望,曾德民并联和串联基础隔震体系地震反应德某些特征[J]工程抗震,1995,12(4)
[5] 吕西林,朱玉华,施卫星组合基础隔震房屋模型振动台试验研究[J]土木工程学报,2001,34(2),
[6] M .C .Constantinou,A .S .Mokha,A .M .Reinhom,Studyofslid ingbearingandhelical-steelspringisolationsystem,JournalofStructureEngineering[J],ASCE ,Vol.117,No.4,1991
[7] L .Guerrein,J .Azevedo,Impactproblemsonbase-isolatedstruc tures[C],ProceedingoftheEleventhWorldConferenceonEarthquakeEngineering,Acapulco,Mexico,June23～28,1996
[8] Hsiang-chuanTsai,DynamicAnalysisofBase-isolatedShearBeamsBumpingagainstStops[J],EarthquakeEngStructDyn,Vol.26,P .515～528,1997
[9] PraveedK .Malhotra,Dynamicsofseismicimpactsinbase-isolat edbuildings[J],EarthquakeEngStructDyn,Vol.26,P .797～813,1997
[10] NakamuraTakashi,SuzukiTetsuo,NobataArihide,SuwaHi toshi,InabaSatoru,StudyonEarthquakeResponseCaharacter isticsofBase-isolatedBuildingUsingFrictionDampersWithConedDiscSprings[C],12thWorldConferenceonEarthquakeEngineering,Jan30-Feb4,2000,Auckland,NewZealand,Vol.12,P .104.1～104.8
[11] NagarajaiahS .;SunXH .,Base-isolatedFCCbuilding:impactresponseinNorthridgeearthquake[J],JournalofStructuralEn gineering,Vol.127,No.9,2001
[12] VasantA .Matsagar,R .S .Janged,Seismicresponseofbase-isolatedstructuresduringimpactwithadjacentstructures[J],EngineeringStructures,Vol.25,P1311～1323,2003
[13] 刘德馨滑动摩擦和弹塑性阻尼器相结合的基础隔震体系[J]四川建筑科学研究,1992,6(4)
[14] 廖健敏,王清敏,丰定国,姚谦峰基础滑移隔震房屋动力特性的试验研究[C]全国结构工程学术会议论文集,1994
[15] 施卫星砌体房屋基础隔震技术研究[C]第四届全国地震工程会议论文集,哈尔滨,1994
[16] 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
[17] 赵桂峰,王焕定变刚度钢管混凝土短柱足尺隔震装置的伪静力试验研究[J]哈尔滨建筑大学学报,2000,33(6)
[18] 韩淼建筑隔震体系与机构的设计分析方法及工程应用[D]国家地震局地球物理研究所、中国建筑科学研究院工程抗震研究所博士学位论文,1997,5
[19] 王荣辉,曾庆元,舒文超,卢文胜,方重钢球———限位系统隔离桥梁结构水平地震作用的试验及分析[J]实验力学,1999,14(1):19～28
[20] 樊剑,唐家祥带限位装置的摩擦隔震结构动力特性分析[J]噪声与振动控制,2000,(3):24～27
[21] 赵世峰夹层橡胶垫基础隔震结构的研究与应用[D]东南大学博士学位论文,2001
[2] M .S .ChalhoubandJ .M .Kelly,SlidersandTensionControlledReinforedElastomericBearingsCombinedforEarthquakeIsola tion[J]EarthquakeEngineering&StructuralDynamics,Vol.27,No.1,1990
[3] RyotaMaseki,IchiroNagashima,MasayoshiHisano,anExperi mentalStudyonApplicationofHybrid-typeBaseIsolationSys temtoHigh-riseBuildings[C],12thWorldConferenceonEarthquakeEngineering,Jan30-Feb4,2000,Auckland,NewZealand,Vol.12,P .99.1～99.6
[4] 周锡元,韩淼,李大望,曾德民并联和串联基础隔震体系地震反应德某些特征[J]工程抗震,1995,12(4)
[5] 吕西林,朱玉华,施卫星组合基础隔震房屋模型振动台试验研究[J]土木工程学报,2001,34(2),
[6] M .C .Constantinou,A .S .Mokha,A .M .Reinhom,Studyofslid ingbearingandhelical-steelspringisolationsystem,JournalofStructureEngineering[J],ASCE ,Vol.117,No.4,1991
[7] L .Guerrein,J .Azevedo,Impactproblemsonbase-isolatedstruc tures[C],ProceedingoftheEleventhWorldConferenceonEarthquakeEngineering,Acapulco,Mexico,June23～28,1996
[8] Hsiang-chuanTsai,DynamicAnalysisofBase-isolatedShearBeamsBumpingagainstStops[J],EarthquakeEngStructDyn,Vol.26,P .515～528,1997
[9] PraveedK .Malhotra,Dynamicsofseismicimpactsinbase-isolat edbuildings[J],EarthquakeEngStructDyn,Vol.26,P .797～813,1997
[10] NakamuraTakashi,SuzukiTetsuo,NobataArihide,SuwaHi toshi,InabaSatoru,StudyonEarthquakeResponseCaharacter isticsofBase-isolatedBuildingUsingFrictionDampersWithConedDiscSprings[C],12thWorldConferenceonEarthquakeEngineering,Jan30-Feb4,2000,Auckland,NewZealand,Vol.12,P .104.1～104.8
[11] NagarajaiahS .;SunXH .,Base-isolatedFCCbuilding:impactresponseinNorthridgeearthquake[J],JournalofStructuralEn gineering,Vol.127,No.9,2001
[12] VasantA .Matsagar,R .S .Janged,Seismicresponseofbase-isolatedstructuresduringimpactwithadjacentstructures[J],EngineeringStructures,Vol.25,P1311～1323,2003
[13] 刘德馨滑动摩擦和弹塑性阻尼器相结合的基础隔震体系[J]四川建筑科学研究,1992,6(4)
[14] 廖健敏,王清敏,丰定国,姚谦峰基础滑移隔震房屋动力特性的试验研究[C]全国结构工程学术会议论文集,1994
[15] 施卫星砌体房屋基础隔震技术研究[C]第四届全国地震工程会议论文集,哈尔滨,1994
[16] 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
[17] 赵桂峰,王焕定变刚度钢管混凝土短柱足尺隔震装置的伪静力试验研究[J]哈尔滨建筑大学学报,2000,33(6)
[18] 韩淼建筑隔震体系与机构的设计分析方法及工程应用[D]国家地震局地球物理研究所、中国建筑科学研究院工程抗震研究所博士学位论文,1997,5
[19] 王荣辉,曾庆元,舒文超,卢文胜,方重钢球———限位系统隔离桥梁结构水平地震作用的试验及分析[J]实验力学,1999,14(1):19～28
[20] 樊剑,唐家祥带限位装置的摩擦隔震结构动力特性分析[J]噪声与振动控制,2000,(3):24～27
[21] 赵世峰夹层橡胶垫基础隔震结构的研究与应用[D]东南大学博士学位论文,2001
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