铅挤压阻尼器在高架桥减震控制中的应用研究
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摘要
为了研究铅挤压阻尼器的滞回性能及其在高架桥减震控制中的应用,对不同轴凸高度和长度的铅挤压阻尼器进行了试验,并对其应用于高架桥减震控制的可行性及设置方式进行了详细的数值模拟分析。结果表明,挤压轴轴凸的长度和高度对于铅挤压阻尼器的出力有一定影响,随着轴凸的长度和高度增大阻尼器出力也相应地增加;铅挤压阻尼器应用于高架桥减震控制需要兼顾考虑车辆制动力、温度效应及伸缩缝宽度设置的影响;提出的3种将铅挤压阻尼器应用于高架桥减震控制的方案均具有良好的减震效果而不影响结构的静力性能。
To study the hysteretic behavior of lead extrusion damper(LED) and its application in the seismic control of viaducts,experimental research on LEDs according to different heights and lengths of the convex of extrusion axis,and numerical simulation on the application feasibility and design methods of the LEDs in the seismic control of viaducts were conducted.The result shows that(1) the height and length of axis convex can affect the yield force of LEDs,and the yield force increases with the increases of the height and length of axis convex;(2) it is necessary to take consideration of automobile braking force,temperature effect and expansion joint width when LEDs are used for seismic control of viaducts;(3) the presented three seismic control methods of the application of LEDs is demonstrated to be feasible and possess good seismic control effects.
To study the hysteretic behavior of lead extrusion damper(LED) and its application in the seismic control of viaducts,experimental research on LEDs according to different heights and lengths of the convex of extrusion axis,and numerical simulation on the application feasibility and design methods of the LEDs in the seismic control of viaducts were conducted.The result shows that(1) the height and length of axis convex can affect the yield force of LEDs,and the yield force increases with the increases of the height and length of axis convex;(2) it is necessary to take consideration of automobile braking force,temperature effect and expansion joint width when LEDs are used for seismic control of viaducts;(3) the presented three seismic control methods of the application of LEDs is demonstrated to be feasible and possess good seismic control effects.
引文
[1]KELLY J M,SKINNER R J,HEIEN A J.Mechanismsof Energy Absorption in Special Devices for Use inEarthquake Resistant Structures[J].Bulletin of NewZealand Society for Earthquake Engineering,1972,5(3):63-88.
[2]SKINNER R I,KELLY J M,HEINE A J.HysteresisDampers for Earthquake-resistant Structures[J].Earthquake Engineering and Structural Dynamics,1975,3(3):287-296.
[3]张恒晟,王志强.相邻结构体间安装阻尼连杆装置的减震模式探讨[J].公路交通科技,2006,23(12):81-85.ZHANG Hengsheng,WANG Zhiqiang.Research onReducing Seismic Effects by Adding the Damper betweenAdjacent Structures[J].Journal of Highway andTransportation Research and Development,2006,23(12):81-85.
[4]蒋建军,李建中,范立础.桥梁板式橡胶支座与粘滞阻尼器组合使用的减震性能研究[J].公路交通科技,2005,22(8):44-48.JIANG Jianjun,LI Jianzhong,FAN Lichu.Study onAseismic Performance of Combination of Laminated RubberBearing and Viscous Damper for Bridge[J].Journal ofHighway and Transportation Research and Development,2005,22(8):44-48.
[5]ROBINSON W H,GREENBANK L R.An ExtrusionEnergy Absorber Suitable for the Protection of StructuresDuring an Earthquake[J].Earthquake Engineering andStructural Dynamics,1976,4(3):251-259
[6]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):53-61ZHOU Yun,ZHOU Fulin,DENG Xuesong.Research onLead Damper and Its Applications[J].World EarthquakeEngineering,1999,15(1):53-61.
[7]杨军,李黎,叶昆.铅挤压阻尼器的研究[J].华中科技大学学报:自然科学版,2006,34(6):115-117.YANG Jun,LI Li,YE Kun.Study of Lead ExtrusionDampers[J].Journal of Huazhong University of Scienceand Technology:Natural Science Edition,2006,34(6):115-117.
[8]闫维明,苏亮,彭凌云,等.铅阻尼器的发展与工程应用[J].工程抗震与加固改造,2009,31(5):52-57.YAN Weiming,SU Liang,PENG Lingyun,et al.Development and Engineering Application of Lead Dampers[J].Earthquake Resistant Engineering and Retrofitting,2009,31(5):52-57.
[9]方海,刘伟庆,王仁贵,等.铅阻尼器在自锚式悬索桥横向减震设计中的应用研究[J].地震工程与工程振动,2006,26(4):221-225.FANG Hai,LIU Weiqing,WANG Rengui,et al.Study onDesign Method of Energy-dissipating Earthquake-reduction along Transverse of Self-anchored SuspensionBridge by Using Lead Dampers[J].EarthquakeEngineering and Engineering Vibration,2006,26(4):221-225.
[10]PARULEKAR Y M,REDDY G R,VAZEK K,et al.Lead Extrusion Dampers for Reducing Seismic Response ofCoolant Channel Assembly[J].Nuclear Engineering andDesign,2004,227:175-183.
[11]陈惠发,段炼.桥梁抗震设计[M].北京:机械工业出版社,2008.CHEN Huifa,DUAN Lian.Bridge Engineering SeismicDesign[M].Beijing:China Machine Press,2008.
[12]中华人民共和国交通运输部.JTG/T B02-01-2008公路桥梁抗震设计细则[S].北京:人民交通出版社,2008.P.R.China,Ministry of Transport.JTG/T B02-01-2008 Guidelines for Seismic Design of Highway Bridges[S].Beijing:China Communications Press,2008.
[13]李杰,李国强.地震工程学导论[M].北京:地震出版社,1992.LI Jie,LI Guoqiang.Introduction of Seismic Engineering[M].Beijing:Seismological Press,1992.
[14]ZHU P,ABE M,FUJINO Y.Modeling Three-dimensional Non-linear Seismic Performance of ElevatedBridges with Emphasis on Pounding of Girders[J].Earthquake Engineering and Structural Dynamics,2002,31:1891-1913.
[15]李忠献,岳福青,周莉,等.考虑地震动空间效应的城市高架桥梁地震碰撞响应分析[J].天津大学学报,2006,39(8):938-943.LI Zhongxian,YUE Fuqing,ZHOU Li,et al.SeismicPounding Responses of Urban Elevated Bridges ConsideringSpatial Variation of Ground Motion[J].Journal of TianjinUniversity,2006,39(8):938-943.
[2]SKINNER R I,KELLY J M,HEINE A J.HysteresisDampers for Earthquake-resistant Structures[J].Earthquake Engineering and Structural Dynamics,1975,3(3):287-296.
[3]张恒晟,王志强.相邻结构体间安装阻尼连杆装置的减震模式探讨[J].公路交通科技,2006,23(12):81-85.ZHANG Hengsheng,WANG Zhiqiang.Research onReducing Seismic Effects by Adding the Damper betweenAdjacent Structures[J].Journal of Highway andTransportation Research and Development,2006,23(12):81-85.
[4]蒋建军,李建中,范立础.桥梁板式橡胶支座与粘滞阻尼器组合使用的减震性能研究[J].公路交通科技,2005,22(8):44-48.JIANG Jianjun,LI Jianzhong,FAN Lichu.Study onAseismic Performance of Combination of Laminated RubberBearing and Viscous Damper for Bridge[J].Journal ofHighway and Transportation Research and Development,2005,22(8):44-48.
[5]ROBINSON W H,GREENBANK L R.An ExtrusionEnergy Absorber Suitable for the Protection of StructuresDuring an Earthquake[J].Earthquake Engineering andStructural Dynamics,1976,4(3):251-259
[6]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):53-61ZHOU Yun,ZHOU Fulin,DENG Xuesong.Research onLead Damper and Its Applications[J].World EarthquakeEngineering,1999,15(1):53-61.
[7]杨军,李黎,叶昆.铅挤压阻尼器的研究[J].华中科技大学学报:自然科学版,2006,34(6):115-117.YANG Jun,LI Li,YE Kun.Study of Lead ExtrusionDampers[J].Journal of Huazhong University of Scienceand Technology:Natural Science Edition,2006,34(6):115-117.
[8]闫维明,苏亮,彭凌云,等.铅阻尼器的发展与工程应用[J].工程抗震与加固改造,2009,31(5):52-57.YAN Weiming,SU Liang,PENG Lingyun,et al.Development and Engineering Application of Lead Dampers[J].Earthquake Resistant Engineering and Retrofitting,2009,31(5):52-57.
[9]方海,刘伟庆,王仁贵,等.铅阻尼器在自锚式悬索桥横向减震设计中的应用研究[J].地震工程与工程振动,2006,26(4):221-225.FANG Hai,LIU Weiqing,WANG Rengui,et al.Study onDesign Method of Energy-dissipating Earthquake-reduction along Transverse of Self-anchored SuspensionBridge by Using Lead Dampers[J].EarthquakeEngineering and Engineering Vibration,2006,26(4):221-225.
[10]PARULEKAR Y M,REDDY G R,VAZEK K,et al.Lead Extrusion Dampers for Reducing Seismic Response ofCoolant Channel Assembly[J].Nuclear Engineering andDesign,2004,227:175-183.
[11]陈惠发,段炼.桥梁抗震设计[M].北京:机械工业出版社,2008.CHEN Huifa,DUAN Lian.Bridge Engineering SeismicDesign[M].Beijing:China Machine Press,2008.
[12]中华人民共和国交通运输部.JTG/T B02-01-2008公路桥梁抗震设计细则[S].北京:人民交通出版社,2008.P.R.China,Ministry of Transport.JTG/T B02-01-2008 Guidelines for Seismic Design of Highway Bridges[S].Beijing:China Communications Press,2008.
[13]李杰,李国强.地震工程学导论[M].北京:地震出版社,1992.LI Jie,LI Guoqiang.Introduction of Seismic Engineering[M].Beijing:Seismological Press,1992.
[14]ZHU P,ABE M,FUJINO Y.Modeling Three-dimensional Non-linear Seismic Performance of ElevatedBridges with Emphasis on Pounding of Girders[J].Earthquake Engineering and Structural Dynamics,2002,31:1891-1913.
[15]李忠献,岳福青,周莉,等.考虑地震动空间效应的城市高架桥梁地震碰撞响应分析[J].天津大学学报,2006,39(8):938-943.LI Zhongxian,YUE Fuqing,ZHOU Li,et al.SeismicPounding Responses of Urban Elevated Bridges ConsideringSpatial Variation of Ground Motion[J].Journal of TianjinUniversity,2006,39(8):938-943.
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