单摆式TMD简介及其减振性能分析
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摘要
调谐质量阻尼器(简称TMD)是最早的一种结构振动控制装置,对于控制结构的风振反应具有非常明显的效果。文章主要介绍其中的一种TMD装置-单摆式TMD,并尝试将单摆式TMD应用于风力发电塔。利用单摆式TMD的减振消能作用,减小风力发电塔因风力作用产生的振动,从而减小振动引起的发电机故障和风力发电塔损坏。
The Tuned Mass Damper(TMD) is one of the oldest structural vibration control devices,and it has a very clear effect on controlling structural wind-induced vibrations.This paper introduced a TMD device-Pendulum-Type TMD,and tried to use Pendulum-Type TMD for wind power towers.The pendulum-type TMD is uesd for damping energy dissipation and reducing the vibration generated by wind power towers due to wind loading,thereby reducing the wind turbines' failure and wind power towers' damage caused by vibration.
The Tuned Mass Damper(TMD) is one of the oldest structural vibration control devices,and it has a very clear effect on controlling structural wind-induced vibrations.This paper introduced a TMD device-Pendulum-Type TMD,and tried to use Pendulum-Type TMD for wind power towers.The pendulum-type TMD is uesd for damping energy dissipation and reducing the vibration generated by wind power towers due to wind loading,thereby reducing the wind turbines' failure and wind power towers' damage caused by vibration.
引文
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[3]顾明,陈人,项海帆.用于杨浦大桥抖振控制的MT-MD研究[J].振动工程学报,1998,11(1):1-8.Gu Ming,Chen Ren,Xiang Haifan.MTMD researchon buffeting control of Yangpu Brige[J].Journal ofVibration Engineering,1998,11(1):1-8.(in Chi-nese)
[4]何敏娟,李旭.河南省广播电视塔风振控制方法研究[J].结构工程师,2010,26(5):91-97He Minjuan,Li Xu.Wind-induced vibration controlstrategies of Henan TV Tower[J].Structural Engi-neering.2010,26(5):91-97.(in Chinese)
[5]楼梦麟,吴和霖,马恒春.电磁耗能TMD结构减震效率的振动台试验研究[J].地震工程与工程振动,2003,23(4):158-164.Lou Menglin,Wu Helin,Ma Hengchun.Study on ef-ficiency of electromagnetic energy dissipation TMD tosuppress structural vibration by shaking table modeltest[J].Earthquake and Engineering and Engineer-ing Vibration,2003,23(4):158-164.(in Chinese)
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[7]Jose L.Almazan,Juan C.De la Llera,Jose A.In-audi,et al.A bidirectional and homogeneous tunedmass damper:A new device for passive control of vi-brations[J].Engineering Structures,2007,29:1548-1560.
[8]顾金钧,赵煜澄,邵克华.九江长江大桥应用新型TMD抑制吊杆涡振[J].土木工程学报,1994,27(3):3-13.Gu Jinjun,Zhao Yicheng,Shao Kehua.The applica-tion of new TMD inhibition boom vortex vibration Jiu-jiang Yangtze River Bridge[J].China Civil Engineer-ing Journal,1994,27(3):3-13.(in Chinese)
[9]房亮,邹祖军.两种PTMD对剪切型结构地震反应控制效果比较[J].结构工程师,2007,23(2):58-63.Fang Liang,Zou Zujun.Control efficiency compari-son dampers on earthquake of two types of passivetuned mass responses of shear structures[J].Struc-tural Engineering,2007,23(2):58-63.(in Chi-nese)
[10]王秋文,谢绍松.如何帮大楼抗风防振?浅谈台北101大楼阻尼器[DB/OL].(2009-06)[2011-05].http://epaper.ce.ntu.edu.tw/vol.21/101damper-1.html.Wang Qiuwen,Xie Shaosong.How to help buildingresist wind vibration?Analysis damper on Taipei 101Building[DB/OL].(2009-06)[2011-05].(in Chi-nese)http://epaper.ce.ntu.edu.tw/vol.21/101damper-1.html.
[11]马人乐.风力发电塔钟式减振器[P].中国实用新型专利.201120196009.6.2011.12.28.Ma Renle.Wind power tower clock damper[P].China utility model patent.201120196009.6.2011.12.28.(in Chinese)
[12]黄亮.风机用调谐质量阻尼器减振控制装置[P].中国发明专利,200810038014.7.2008.11.12.Huang Liang.Wind power tower TMDs for vibrationcontrol device[P].China invention patent,200810038014.7.2008.11.12.(in Chinese)
[2]严峻.单摆式TMD的减振性能研究[M].2010.6.Yan Jun.Research on Pendulum-type Tuned MassDamper[M].2010.6.(in Chinese)
[3]顾明,陈人,项海帆.用于杨浦大桥抖振控制的MT-MD研究[J].振动工程学报,1998,11(1):1-8.Gu Ming,Chen Ren,Xiang Haifan.MTMD researchon buffeting control of Yangpu Brige[J].Journal ofVibration Engineering,1998,11(1):1-8.(in Chi-nese)
[4]何敏娟,李旭.河南省广播电视塔风振控制方法研究[J].结构工程师,2010,26(5):91-97He Minjuan,Li Xu.Wind-induced vibration controlstrategies of Henan TV Tower[J].Structural Engi-neering.2010,26(5):91-97.(in Chinese)
[5]楼梦麟,吴和霖,马恒春.电磁耗能TMD结构减震效率的振动台试验研究[J].地震工程与工程振动,2003,23(4):158-164.Lou Menglin,Wu Helin,Ma Hengchun.Study on ef-ficiency of electromagnetic energy dissipation TMD tosuppress structural vibration by shaking table modeltest[J].Earthquake and Engineering and Engineer-ing Vibration,2003,23(4):158-164.(in Chinese)
[6]任军,滕军,叶列平.地王大厦风振TMD主被动切换混合控制研究[J].地震工程与工程振动,2003,23(6):187-193.Ren Jun,Teng Jun,Ye Lieping.Research on vibra-tion control of hybrid mass damper for Diwang Towerunder wind loading[J].Earthquake and Engineeringand Engineering Vibration,2003,23(6):187-193.(in Chinese)
[7]Jose L.Almazan,Juan C.De la Llera,Jose A.In-audi,et al.A bidirectional and homogeneous tunedmass damper:A new device for passive control of vi-brations[J].Engineering Structures,2007,29:1548-1560.
[8]顾金钧,赵煜澄,邵克华.九江长江大桥应用新型TMD抑制吊杆涡振[J].土木工程学报,1994,27(3):3-13.Gu Jinjun,Zhao Yicheng,Shao Kehua.The applica-tion of new TMD inhibition boom vortex vibration Jiu-jiang Yangtze River Bridge[J].China Civil Engineer-ing Journal,1994,27(3):3-13.(in Chinese)
[9]房亮,邹祖军.两种PTMD对剪切型结构地震反应控制效果比较[J].结构工程师,2007,23(2):58-63.Fang Liang,Zou Zujun.Control efficiency compari-son dampers on earthquake of two types of passivetuned mass responses of shear structures[J].Struc-tural Engineering,2007,23(2):58-63.(in Chi-nese)
[10]王秋文,谢绍松.如何帮大楼抗风防振?浅谈台北101大楼阻尼器[DB/OL].(2009-06)[2011-05].http://epaper.ce.ntu.edu.tw/vol.21/101damper-1.html.Wang Qiuwen,Xie Shaosong.How to help buildingresist wind vibration?Analysis damper on Taipei 101Building[DB/OL].(2009-06)[2011-05].(in Chi-nese)http://epaper.ce.ntu.edu.tw/vol.21/101damper-1.html.
[11]马人乐.风力发电塔钟式减振器[P].中国实用新型专利.201120196009.6.2011.12.28.Ma Renle.Wind power tower clock damper[P].China utility model patent.201120196009.6.2011.12.28.(in Chinese)
[12]黄亮.风机用调谐质量阻尼器减振控制装置[P].中国发明专利,200810038014.7.2008.11.12.Huang Liang.Wind power tower TMDs for vibrationcontrol device[P].China invention patent,200810038014.7.2008.11.12.(in Chinese)
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