摩擦耗能器的类型与性能及其在实际工程中的应用
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摘要
摩擦耗能器是一种构造简单、耗能机理明确、耗能能力大且性能稳定的耗能减震装置,在实际工程中已得到较为广泛的应用。主要介绍不同类型摩擦耗能器的构造与性能及其在实际工程中的应用,并提出了摩擦耗能器在开发与应用中需进一步研究解决的问题。
Due to the mechanical simplicity and the stability of energy dissipation capacity,several types of friction dampers have been widely employed in full-scale structures as an effective energy dissipation device.The constructions,types and performance of the friction dampers and their engineering applications are presented.Further researches on invention and application of the friction dampers are proposed in the end.
Due to the mechanical simplicity and the stability of energy dissipation capacity,several types of friction dampers have been widely employed in full-scale structures as an effective energy dissipation device.The constructions,types and performance of the friction dampers and their engineering applications are presented.Further researches on invention and application of the friction dampers are proposed in the end.
引文
[1]Pall A S,Marsh C and Fazio P.Friction joints for seismic control of large panel structure[J].PCI,1980,25(6):39-61.
[2]Gerald F,Anagnos TF,Goodson TM,et al.Slotted bolted connections in aseismic design for concentrically braced connections[J].EarthquakeSpectra,1989,5(2):383-391.
[3]Zhao X Mand Ha K H.Friction connection for seismic control of moment resisting steel frame[A].11 WCEE[C],1996,Paper No.1963.
[4]Douglas W and Loh E.Friction-damped moment frames[A].11 WCEE[C],1996,Paper No.19.
[5]Butterworth J Wand Clifton C G C.Performance of hierarchical friction dissipating joints in moment resisting steel frame[C].12 WCEE,2000,Pa-per No.0718.
[6]Martinez-Rueda J E.Incorporation of hysteretic devices on bracing systems of low invasivity:A new approach for the seismic redesing of framedstructures[A].12WCEE[C],2000,Paper No.2147.
[7]Morgen B G and Kurama Y C.A friction damper for post-tensined precast concrete beam-to-Column Joints[S].13WCEE[C],2004.Paper No.3189.
[8]Nielsen L O,Mualla I Hand Iwai Y.Seismic isolation with a newfriction-viscoelastic damping system[A].13WCEE[C],2004.Paper No.249.
[9]Ng C L and Xu Y L.Seismic response mitigation of tower-podium structure using passive friction damper:Experimental investigation[A].13thWorld Conference on Eq.Engg[C],2004.Paper No.349.
[10]Pall AS and Marsh C.Seismic response of friction damped braced frames[J].ASCE,Journal of Structural Division,1982,108(6):1313-1323.
[11]陈宗明,陈立兴,等.新型抗震耗能支撑的试验研究[J].工程抗震,1988,4(3):13-16.
[12]刘季,周云,李暄.新型摩擦耗能支撑试验研究[J].工程抗震,1996,12(2):10-13.
[13]周云,刘季,李暄.摩擦耗能支撑的试验研究[J].哈尔滨建筑大学学报,1996,29(3):12-17.
[14]张维岳,杨蔚彪.低周反复荷载下二阶摩擦减振控制支撑框架的实验研究[J].建筑科学,1997,13(4):3-7.
[15]吴斌,张纪刚,欧进萍.考虑几何非线性的Pall型摩擦耗能器滞回特性分析[J].工程力学,2003,20(1):21-26.
[16]邹向阳.粘弹性与拟粘滞摩擦耗能减振结构试验、分析与应用研究[D].哈尔滨:哈尔滨建筑大学,2000.100-106.
[17]吴斌,欧进萍.拟粘滞摩擦耗能器的性能试验与分析[J].世界地震工程,1999,15(1):1-11.
[18]吴斌,张纪刚,欧进萍.拟黏滞摩擦耗能器滞回特性及支撑内力分析[J].哈尔滨工业大学学报,2003,35(7):834-849.
[19]Mualla I H.Experimental evaluation of new friction damper device[A].12WCEE[C],2000,Paper No.1048.
[20]赵川,潘文,叶燎原,等.耗能支撑装置的构造及安装[J].建筑结构,2003,33(8):47-48.
[21]吴斌,张纪刚,欧进萍.Pall型摩擦耗能器的实验研究与数值分析[J].建筑结构学报,2003,24(2):7-13.
[22]吴斌,张纪刚,欧进萍.一种改进的拟黏滞摩擦耗能器的实验研究与数值分析[J].土木工程学报,2004,37(1):24-30.
[23]吴斌,张纪刚.基于几何非线性的Pall型摩擦耗能器滞回特性分析与实验验证[J].地震工程与工程振动,2001,21(4):60-65.
[24]Aiken I D and Kelly J M.Earthquake simulator testing and analytical studies of two energy-absorbing systems for multistory structures[R].Univer-sity of California,Berkely,Octorber,1990.
[25]Nims D K,Richter P J.Bachman R E.The use of the energy dissipating restraint for seismic hazard mitigation[J].Earthquake Spectra,1993,9(3):467-489.
[26]Ohnishi H,et al.A study on friction dampers for response-control retrofit of existing R/C buildings[J].Transactions of the JCI,1999,21:439-446.
[27]周云.建筑耗能减震新技术与新体系[D].哈尔滨:哈尔滨建筑大学,1996.42-58.
[28]周云,刘季.新型耗能(阻尼)减震器的开发与研究[J].地震工程与工程振动,1998,18(1):71-79.
[29]冼巧玲,周福霖,张传镁,等.高层建筑用复合型摩擦消能支撑的设计试验和分析[J].世界地震工程,1996,12(1):5-9.
[30]欧进萍,关新春,吴斌,等.智能型压电-摩擦耗能器[J].地震工程与工程振动,2000,20(1):81-86.
[31]欧进萍,等.压电-T型变摩擦阻尼器及其性能试验与分析[J].地震工程与工程振动,2003,23(4):171-177.
[32]Chen G and Chen C.Seismic effectiveness of piezoelectric friction dampers for peak response reduction of building structures[A].13WCEE[C],2004,Paper No.1462.
[33]王伟,王焕定,刘锐.无能源磁摩擦控制装置性能试验研究[J].地震工程与工程振动,2002,22(4):163-168.
[34]王伟,李庆祥.电磁经摩擦耗能装置结构体系被动控制试验研究[J].土木工程学报,2004,37(12):17-22.
[35]魏文晖,王雪亮.粘弹性-摩擦耗能器在底部框架砌体结构抗震加固中的控制应用[J].地震工程与工程振动,2002,22(2):154-157.
[36]Pall Aand Pall R T.Performance-based design using pall friction dampers—an economical design solution[A].13 WCEE[C],2004,Paper No.1955.
[37]TTSoong,G F Dargush.Passive energy dissipation systems in structural engineering[R].State University of NewYork at Buffalo.USA.1997.84-124.
[38]Kitajima K,et al,Application to response control retrofit method by means of external damping braces using friction dampers[A].Proceeding,13WCEE[C],2004.,Paper No.2112.
[39]Nielsen L O,Mualla I Hand Iwai Y,Seismic isolation with a newfriction-viscoelastic damping system[A].Proceeding,13 WCEE[C],2004.,Paper No.249.
[40]吴波,李惠,等.东北某政府大楼采用摩擦阻尼器进行抗震加固的研究[J].建筑结构学报,1998,19(5):28-36.
[41]欧进萍,邹向阳,等.振戎中学食堂楼耗能减震分析与设计(I)-反映谱法[J].地震工程与工程振动,2001,21(1):109-114.
[42]赵川,潘文,叶燎原,等.耗能支撑装置的性能及工程应用[J].工程抗震,2004,20(3):10-12.
[43]Pall A S,Verganelakis V and Marsh C.Friction-dampers for seismic control of concordia university library building[A].Proc.of 5th CanadianConference on Earthquake Engineering[C],1987:191-200.
[44]Vail C,et al.Seismic upgrade of the boeing commercial airplane factory at everett,WA,USA[A].Proceeding,13WCEE[C],2004.Paper No.3207.
[2]Gerald F,Anagnos TF,Goodson TM,et al.Slotted bolted connections in aseismic design for concentrically braced connections[J].EarthquakeSpectra,1989,5(2):383-391.
[3]Zhao X Mand Ha K H.Friction connection for seismic control of moment resisting steel frame[A].11 WCEE[C],1996,Paper No.1963.
[4]Douglas W and Loh E.Friction-damped moment frames[A].11 WCEE[C],1996,Paper No.19.
[5]Butterworth J Wand Clifton C G C.Performance of hierarchical friction dissipating joints in moment resisting steel frame[C].12 WCEE,2000,Pa-per No.0718.
[6]Martinez-Rueda J E.Incorporation of hysteretic devices on bracing systems of low invasivity:A new approach for the seismic redesing of framedstructures[A].12WCEE[C],2000,Paper No.2147.
[7]Morgen B G and Kurama Y C.A friction damper for post-tensined precast concrete beam-to-Column Joints[S].13WCEE[C],2004.Paper No.3189.
[8]Nielsen L O,Mualla I Hand Iwai Y.Seismic isolation with a newfriction-viscoelastic damping system[A].13WCEE[C],2004.Paper No.249.
[9]Ng C L and Xu Y L.Seismic response mitigation of tower-podium structure using passive friction damper:Experimental investigation[A].13thWorld Conference on Eq.Engg[C],2004.Paper No.349.
[10]Pall AS and Marsh C.Seismic response of friction damped braced frames[J].ASCE,Journal of Structural Division,1982,108(6):1313-1323.
[11]陈宗明,陈立兴,等.新型抗震耗能支撑的试验研究[J].工程抗震,1988,4(3):13-16.
[12]刘季,周云,李暄.新型摩擦耗能支撑试验研究[J].工程抗震,1996,12(2):10-13.
[13]周云,刘季,李暄.摩擦耗能支撑的试验研究[J].哈尔滨建筑大学学报,1996,29(3):12-17.
[14]张维岳,杨蔚彪.低周反复荷载下二阶摩擦减振控制支撑框架的实验研究[J].建筑科学,1997,13(4):3-7.
[15]吴斌,张纪刚,欧进萍.考虑几何非线性的Pall型摩擦耗能器滞回特性分析[J].工程力学,2003,20(1):21-26.
[16]邹向阳.粘弹性与拟粘滞摩擦耗能减振结构试验、分析与应用研究[D].哈尔滨:哈尔滨建筑大学,2000.100-106.
[17]吴斌,欧进萍.拟粘滞摩擦耗能器的性能试验与分析[J].世界地震工程,1999,15(1):1-11.
[18]吴斌,张纪刚,欧进萍.拟黏滞摩擦耗能器滞回特性及支撑内力分析[J].哈尔滨工业大学学报,2003,35(7):834-849.
[19]Mualla I H.Experimental evaluation of new friction damper device[A].12WCEE[C],2000,Paper No.1048.
[20]赵川,潘文,叶燎原,等.耗能支撑装置的构造及安装[J].建筑结构,2003,33(8):47-48.
[21]吴斌,张纪刚,欧进萍.Pall型摩擦耗能器的实验研究与数值分析[J].建筑结构学报,2003,24(2):7-13.
[22]吴斌,张纪刚,欧进萍.一种改进的拟黏滞摩擦耗能器的实验研究与数值分析[J].土木工程学报,2004,37(1):24-30.
[23]吴斌,张纪刚.基于几何非线性的Pall型摩擦耗能器滞回特性分析与实验验证[J].地震工程与工程振动,2001,21(4):60-65.
[24]Aiken I D and Kelly J M.Earthquake simulator testing and analytical studies of two energy-absorbing systems for multistory structures[R].Univer-sity of California,Berkely,Octorber,1990.
[25]Nims D K,Richter P J.Bachman R E.The use of the energy dissipating restraint for seismic hazard mitigation[J].Earthquake Spectra,1993,9(3):467-489.
[26]Ohnishi H,et al.A study on friction dampers for response-control retrofit of existing R/C buildings[J].Transactions of the JCI,1999,21:439-446.
[27]周云.建筑耗能减震新技术与新体系[D].哈尔滨:哈尔滨建筑大学,1996.42-58.
[28]周云,刘季.新型耗能(阻尼)减震器的开发与研究[J].地震工程与工程振动,1998,18(1):71-79.
[29]冼巧玲,周福霖,张传镁,等.高层建筑用复合型摩擦消能支撑的设计试验和分析[J].世界地震工程,1996,12(1):5-9.
[30]欧进萍,关新春,吴斌,等.智能型压电-摩擦耗能器[J].地震工程与工程振动,2000,20(1):81-86.
[31]欧进萍,等.压电-T型变摩擦阻尼器及其性能试验与分析[J].地震工程与工程振动,2003,23(4):171-177.
[32]Chen G and Chen C.Seismic effectiveness of piezoelectric friction dampers for peak response reduction of building structures[A].13WCEE[C],2004,Paper No.1462.
[33]王伟,王焕定,刘锐.无能源磁摩擦控制装置性能试验研究[J].地震工程与工程振动,2002,22(4):163-168.
[34]王伟,李庆祥.电磁经摩擦耗能装置结构体系被动控制试验研究[J].土木工程学报,2004,37(12):17-22.
[35]魏文晖,王雪亮.粘弹性-摩擦耗能器在底部框架砌体结构抗震加固中的控制应用[J].地震工程与工程振动,2002,22(2):154-157.
[36]Pall Aand Pall R T.Performance-based design using pall friction dampers—an economical design solution[A].13 WCEE[C],2004,Paper No.1955.
[37]TTSoong,G F Dargush.Passive energy dissipation systems in structural engineering[R].State University of NewYork at Buffalo.USA.1997.84-124.
[38]Kitajima K,et al,Application to response control retrofit method by means of external damping braces using friction dampers[A].Proceeding,13WCEE[C],2004.,Paper No.2112.
[39]Nielsen L O,Mualla I Hand Iwai Y,Seismic isolation with a newfriction-viscoelastic damping system[A].Proceeding,13 WCEE[C],2004.,Paper No.249.
[40]吴波,李惠,等.东北某政府大楼采用摩擦阻尼器进行抗震加固的研究[J].建筑结构学报,1998,19(5):28-36.
[41]欧进萍,邹向阳,等.振戎中学食堂楼耗能减震分析与设计(I)-反映谱法[J].地震工程与工程振动,2001,21(1):109-114.
[42]赵川,潘文,叶燎原,等.耗能支撑装置的性能及工程应用[J].工程抗震,2004,20(3):10-12.
[43]Pall A S,Verganelakis V and Marsh C.Friction-dampers for seismic control of concordia university library building[A].Proc.of 5th CanadianConference on Earthquake Engineering[C],1987:191-200.
[44]Vail C,et al.Seismic upgrade of the boeing commercial airplane factory at everett,WA,USA[A].Proceeding,13WCEE[C],2004.Paper No.3207.
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