串联复合基础隔震装置研究
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摘要
阐述了基础隔震的基本原理与特性,分析了隔震体系的类型、特点及重要性。针对如何有效地降低地震灾害影响,减少建筑物倒塌的可能性,从建筑物消能隔震控制角度进行了深入的研究,提出了一种串联复合基础隔震装置,并申请了串联复合基础隔震装置专利,为实际工程应用提供了条件。
The principles and behavior of the base-isolation system are studied in detail,the types and characteristics of the base-isolation are discussed.In order to reduce the seismic impact of disasters and the possibility of building collapse,the author puts forward a composite series of base isolation devices which is from the perspective of isolation to control an in-depth study,and apply the device patents for the practical engineering application conditions.
The principles and behavior of the base-isolation system are studied in detail,the types and characteristics of the base-isolation are discussed.In order to reduce the seismic impact of disasters and the possibility of building collapse,the author puts forward a composite series of base isolation devices which is from the perspective of isolation to control an in-depth study,and apply the device patents for the practical engineering application conditions.
引文
[1]梁超锋,欧进萍.结构阻尼与材料阻尼的关系[J].地震工程与工程振动,2006(4):156-159.
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[6]李婕,刘文光,冯德民.基础隔震结构的研究应用与强震观测进展[C]//第五届结构减震控制学术研讨会论文集.2005:40-47.
[7]付伟庆,王焕定,等.LRB基础隔震结构模型振动台试验研究[J].哈尔滨工业大学学报,2007,39(2):201-205.
[8]杨晓持.Pushover分析方法的进一步研究及在基础隔震结构中的应用[J].合肥工业大学学报,2007(2):95-99.
[9]刘惠利.橡胶支座弹塑性理论与基础隔震结构设计方法研究[J].广州大学学报,2005(1).
[10]Lukkunaprasit P,Wanitkorkul A.Inelastic Buildings with TunedMass Dampers Under Moderate Ground Motions from DistantEarthquakes[J].Earthquake Engineering and Structural Dynam-ics,2007.
[11]Rahul Rana,Soong T T.Parametric Study and Simplified Design ofTuned Mass Dampers[J].Engineering Structures,2005.
[12]Tsai H C,Lin G C.Optimum Tuned Mass Dampers for MinimizingSteady-state response of Supported Excited and Damped Systems[J].Earthquake Engineering and Structural Dynamics,2005,22:957-973.
[13]Sade K F,Mobraz B,Taylor A W,et al.A Method of Estimating theParameters of Tuned Mass Dampers for Seismic Applications[J].Earthq Engry and Struct Dyn,2007,26(6):617-635.
[14]Yang R L,Zhou X Y,Liu X H.Seismic Structural Control UsingSemi-active Tuned Mass Dampers[J].Earthquake Engineeringand Engineering Vibration,IEM,2006,1(1):111-118.
[15]Yang R L,Zhou X Y,Liu X H.A Preliminary Study of StructuralSemiactive Control Using Varibale Dampers[J].Proceeding of Ad-vances in Building Technology.Hong Kong Polytechnic University,Hong Kong,December,2005:4-6.
[2]陈乐育.高耸结构在竖向地震作用下的动力反应分析[D].西安:西安建筑科技大学,2007.
[3]杨军,李黎.铅挤压阻尼器的研究[J].华中科技大学学报,2006,34(6):115-117.
[4]麦庆元,韦树英.MR智能基础隔震结构的抗震分析[J].广西科学,2005,12(4):292-294.
[5]刘军龙,张春巍,欧进萍.结构振动的直驱式AMD控制系统建模及数值分析[J].振动工程学报,2008(3):358-361.
[6]李婕,刘文光,冯德民.基础隔震结构的研究应用与强震观测进展[C]//第五届结构减震控制学术研讨会论文集.2005:40-47.
[7]付伟庆,王焕定,等.LRB基础隔震结构模型振动台试验研究[J].哈尔滨工业大学学报,2007,39(2):201-205.
[8]杨晓持.Pushover分析方法的进一步研究及在基础隔震结构中的应用[J].合肥工业大学学报,2007(2):95-99.
[9]刘惠利.橡胶支座弹塑性理论与基础隔震结构设计方法研究[J].广州大学学报,2005(1).
[10]Lukkunaprasit P,Wanitkorkul A.Inelastic Buildings with TunedMass Dampers Under Moderate Ground Motions from DistantEarthquakes[J].Earthquake Engineering and Structural Dynam-ics,2007.
[11]Rahul Rana,Soong T T.Parametric Study and Simplified Design ofTuned Mass Dampers[J].Engineering Structures,2005.
[12]Tsai H C,Lin G C.Optimum Tuned Mass Dampers for MinimizingSteady-state response of Supported Excited and Damped Systems[J].Earthquake Engineering and Structural Dynamics,2005,22:957-973.
[13]Sade K F,Mobraz B,Taylor A W,et al.A Method of Estimating theParameters of Tuned Mass Dampers for Seismic Applications[J].Earthq Engry and Struct Dyn,2007,26(6):617-635.
[14]Yang R L,Zhou X Y,Liu X H.Seismic Structural Control UsingSemi-active Tuned Mass Dampers[J].Earthquake Engineeringand Engineering Vibration,IEM,2006,1(1):111-118.
[15]Yang R L,Zhou X Y,Liu X H.A Preliminary Study of StructuralSemiactive Control Using Varibale Dampers[J].Proceeding of Ad-vances in Building Technology.Hong Kong Polytechnic University,Hong Kong,December,2005:4-6.
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