基于颗粒阻尼技术的结构减振控制
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摘要
总结国内外机械、航空等领域关于颗粒阻尼技术的发展现状和取得的成果,讨论并给出了颗粒阻尼技术应用于建筑结构的位置.通过单层和多层钢框架模型的振动台试验,探讨了砂子等材料作为建筑结构颗粒阻尼材料的减震性能和减震效果.结果表明,粗砂作为建筑结构的颗粒阻尼材料,可以提供较大的等效阻尼比,能明显减轻结构的地震反应.
The Chinese and international development status and study results of particle damping technology for machinery,aviation and other fields were summarized.The optimal install position in building structures for the application of particle damping technology was studied and given.Sands and other materials were used for particle damping,and the shaking table tests for single and multi-story steel frame model were carried out.The vibration attenuation performance and effect were studied.The results show that the coarse sand,as for particle damping material,can provide a larger equivalent damping,and the seismic responses of structures are reduced significantly.
The Chinese and international development status and study results of particle damping technology for machinery,aviation and other fields were summarized.The optimal install position in building structures for the application of particle damping technology was studied and given.Sands and other materials were used for particle damping,and the shaking table tests for single and multi-story steel frame model were carried out.The vibration attenuation performance and effect were studied.The results show that the coarse sand,as for particle damping material,can provide a larger equivalent damping,and the seismic responses of structures are reduced significantly.
引文
[1]徐志伟,陶宝祺,黄协清.NOPD颗粒减振机理的理论及实验研究[J].航空学报,2001,22(3):347-350.XU Zhi-wei,TAO Bao-qi,HUANG Xie-qing.Theoreticaland experimental research vibration absorption mechanismsof NOPD particles[J].Acta Aeronautica et AstronauticaSinica,2001,22(3),347-350.(in Chinese)
[2]MASRI S F,LBRAHIM A M.Response of the impact tostationary random excitation[J].Journal of the AcousticalSociety of America,1973,53(1):200-211.
[3]PANOSSIAN H V.Structural damping enhancement vianon-obstructive particle damping technique[J].ASMEJournal of Vibration and Acoustics.1992,114:101-105.
[4]PANOSSIAN H V.NOPD tests on aluminum beams[C]∥Proceedings of Damping91.San Diego:[s.n.],1991:ICD_1-ICD 7.
[5]WONG C X,DANIEL M C,RONGONG J A.Energydissipation prediction of particle dampers[J].Journal ofSound and Vibration,2009(319):91-118.
[6]毛宽民,师汉民,黄其柏,等.NOPD的椭球状散体元建模[J].工程力学,2000,17(6):65-72.MAO Kuan-min,SHI Han-min,HUANG Qi-bai,et al.Three dimensional ellipsoildal element dem model of NOPD[J]Engneering Mechanics,2000,17(6):65-72.(inChinese)
[7]FRIEND R D,KINRA V K.Particle impact damping[J].Journal of Sound and Vibration,2000,1(6):93-118.
[8]POPPLEWELL N,SEMERCIGIL S E.Performance of thebean bag damper for a sinusoidal external force[J].Journal of Sound and Vibration,1989,133(2):193-233.
[9]陈天宁,陈花玲,黄协清.豆包消振器的阻尼特性研究[J].西安交通大学学报,1996,30(7):25-31.CHEN Tian-ning,CHEN Hua-ling,HUANG Xie-qing.Investigation on property of bean damper[J].Journal ofXi'an Jiao Tong University,1996,30(7):25-31.(inChinese)
[10]李伟,胡选利,黄协清,等.柔性约束颗粒阻尼耗能特性研究[J].西安交通大学报,1997,31(7):23-28.LI Wei,HU Xuan-li,HUANG Xie-qing,et al.Study onvibration absorption of granular damping with flexibleboundary on plane structure[J].Journal of Xi'an JiaoTong University,1997,31(7):23-28.(in Chinese)
[11]SHAH B M,PILLET D,BAI X M.Construction andcharacterization of a particle-based thrust[J].Journal ofSound and Vibration,2009,326:489-502.
[12]PAPALOU A,MASRI S F.Performance of particledampers under random excitation[J].Journal ofVibration and Acoustics,1996,118:614-621.
[13]PAPALOU A,MASRI S F.Response of impact damperswith granular materials under random excitation[J].Earthquake Engineering&Structural Dynamics,1996,25:253-267.
[14]LIU A Q,WANG B,CHOO Y S,et al.The effectivedesign of bean bag as a vibroimpact damper[J].Shockand Vibration,2000,7(6):343-354.
[15]赵玲,刘平,卢媛媛.非阻塞性微颗粒阻尼柱阻尼特性的实验研究[J].振动与冲击,2009,28(8):1-5.ZHAO Ling,LIU Ping,LU Yuan-yuan.Investigation onNOPD column[J].Journal of Vibration and Shock,2009,28(8):1-5.(in Chinese)
[16]SAEKI M.Impact damping with granular materials in ahorizontally vibrating system[J].Journal of Sound andVibration,2002,251:153-161.
[17]张向东.高架路交通诱发振动与建筑物减振控制方法研究[D].北京:北京工业大学建筑工程学院,2009.ZHANG Xiang-dong.Elevated road and vibration controlmethods of buildings[D].Beijing:College ofArchitecture and Civil Engineering,Beijing University ofTechnology,2009.(in Chinese)
[18]李伟,黄协清.柔性约束颗粒阻尼于板结构的减振研究[J].噪声与振动控制,1998,4(3):2-5.LI Wei,HUANG Xie-qing.Study on vibration absorptionof granular damping with flexible boundary on planestructure[J].Noise and Vibration Control,1998,4(3):2-5.(in Chinese)
[19]李英民,郑妮娜,周长安.结构设计地震作用效应影响因素及规律分析[J].世界地震工程,2003,19(1):51-56.LI Ying-min,ZHENG Ni-na,ZHOU Chang-an.Analysison factors influencing the structural seismic effects basedon comparison of the last and now-used seismic codes ofChina[J].World Earth Quake Engineering,2003,19(1):51-56.(in Chinese)
[2]MASRI S F,LBRAHIM A M.Response of the impact tostationary random excitation[J].Journal of the AcousticalSociety of America,1973,53(1):200-211.
[3]PANOSSIAN H V.Structural damping enhancement vianon-obstructive particle damping technique[J].ASMEJournal of Vibration and Acoustics.1992,114:101-105.
[4]PANOSSIAN H V.NOPD tests on aluminum beams[C]∥Proceedings of Damping91.San Diego:[s.n.],1991:ICD_1-ICD 7.
[5]WONG C X,DANIEL M C,RONGONG J A.Energydissipation prediction of particle dampers[J].Journal ofSound and Vibration,2009(319):91-118.
[6]毛宽民,师汉民,黄其柏,等.NOPD的椭球状散体元建模[J].工程力学,2000,17(6):65-72.MAO Kuan-min,SHI Han-min,HUANG Qi-bai,et al.Three dimensional ellipsoildal element dem model of NOPD[J]Engneering Mechanics,2000,17(6):65-72.(inChinese)
[7]FRIEND R D,KINRA V K.Particle impact damping[J].Journal of Sound and Vibration,2000,1(6):93-118.
[8]POPPLEWELL N,SEMERCIGIL S E.Performance of thebean bag damper for a sinusoidal external force[J].Journal of Sound and Vibration,1989,133(2):193-233.
[9]陈天宁,陈花玲,黄协清.豆包消振器的阻尼特性研究[J].西安交通大学学报,1996,30(7):25-31.CHEN Tian-ning,CHEN Hua-ling,HUANG Xie-qing.Investigation on property of bean damper[J].Journal ofXi'an Jiao Tong University,1996,30(7):25-31.(inChinese)
[10]李伟,胡选利,黄协清,等.柔性约束颗粒阻尼耗能特性研究[J].西安交通大学报,1997,31(7):23-28.LI Wei,HU Xuan-li,HUANG Xie-qing,et al.Study onvibration absorption of granular damping with flexibleboundary on plane structure[J].Journal of Xi'an JiaoTong University,1997,31(7):23-28.(in Chinese)
[11]SHAH B M,PILLET D,BAI X M.Construction andcharacterization of a particle-based thrust[J].Journal ofSound and Vibration,2009,326:489-502.
[12]PAPALOU A,MASRI S F.Performance of particledampers under random excitation[J].Journal ofVibration and Acoustics,1996,118:614-621.
[13]PAPALOU A,MASRI S F.Response of impact damperswith granular materials under random excitation[J].Earthquake Engineering&Structural Dynamics,1996,25:253-267.
[14]LIU A Q,WANG B,CHOO Y S,et al.The effectivedesign of bean bag as a vibroimpact damper[J].Shockand Vibration,2000,7(6):343-354.
[15]赵玲,刘平,卢媛媛.非阻塞性微颗粒阻尼柱阻尼特性的实验研究[J].振动与冲击,2009,28(8):1-5.ZHAO Ling,LIU Ping,LU Yuan-yuan.Investigation onNOPD column[J].Journal of Vibration and Shock,2009,28(8):1-5.(in Chinese)
[16]SAEKI M.Impact damping with granular materials in ahorizontally vibrating system[J].Journal of Sound andVibration,2002,251:153-161.
[17]张向东.高架路交通诱发振动与建筑物减振控制方法研究[D].北京:北京工业大学建筑工程学院,2009.ZHANG Xiang-dong.Elevated road and vibration controlmethods of buildings[D].Beijing:College ofArchitecture and Civil Engineering,Beijing University ofTechnology,2009.(in Chinese)
[18]李伟,黄协清.柔性约束颗粒阻尼于板结构的减振研究[J].噪声与振动控制,1998,4(3):2-5.LI Wei,HUANG Xie-qing.Study on vibration absorptionof granular damping with flexible boundary on planestructure[J].Noise and Vibration Control,1998,4(3):2-5.(in Chinese)
[19]李英民,郑妮娜,周长安.结构设计地震作用效应影响因素及规律分析[J].世界地震工程,2003,19(1):51-56.LI Ying-min,ZHENG Ni-na,ZHOU Chang-an.Analysison factors influencing the structural seismic effects basedon comparison of the last and now-used seismic codes ofChina[J].World Earth Quake Engineering,2003,19(1):51-56.(in Chinese)
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