波浪荷载作用下导管架海洋平台利用TLCD的振动控制
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摘要
海洋平台是海洋能源开发的基础设施,除了安全性、稳定性要求之外,其舒适性也是倍受关注的问题之一。调液柱型阻尼器(tuned liquid column damper简称TLCD)通过液体在柱内的晃动从而消耗输入到平台结构的能量,以达到减小平台结构响应的目的。文中对安装有调(TLCD)的导管架海洋平台进行了振动控制分析。假设波浪荷载模型分别为高斯平稳白噪声过程和波浪谱模型,利用随机振动理论对不同的波浪荷载模型分别进行TLCD的参数优化,从而比较平台结构位移响应的减振率。为了更好地反映实际波浪特点,在采用波面谱的同时引入波浪的方向谱,比较计入波浪方向分布对结构响应控制的影响。
The effectiveness under optimal design of a Tuned Liquid Column Damper (TLCD) in suppressing wave-induced vibrations of offshore platform is studied in this paper.The problem is analyzed in the frequency domain with white noise excitation and wave spectrum excitation in this study.Optimum parameters of the TLCD for maximum reduction of peak structural responses to both models are calculated and compared.The numerical analysis results show that better control performance can be obtained when wave spectrum model is chosen.Directional wave spectrum which can describe the full nature of wind-induced wave is first addressed in the analysis so that the directional distribution can be considered.
The effectiveness under optimal design of a Tuned Liquid Column Damper (TLCD) in suppressing wave-induced vibrations of offshore platform is studied in this paper.The problem is analyzed in the frequency domain with white noise excitation and wave spectrum excitation in this study.Optimum parameters of the TLCD for maximum reduction of peak structural responses to both models are calculated and compared.The numerical analysis results show that better control performance can be obtained when wave spectrum model is chosen.Directional wave spectrum which can describe the full nature of wind-induced wave is first addressed in the analysis so that the directional distribution can be considered.
引文
[1]Sakai F,Takaeda S,Tamaki T.Tuned liquid columndamper new type device for suppression of building vi-brations[A].Proceedings of the International Confer-ence on High-rise Buildings[C].Nanjing,China,1989:926—931.
[2]Sakai F,Takaeda S,Tamaki T.Experimental studyon tuned liquid column damper(TLCD)[A].Proceed-ings of the Colloquium on Vibration Control of Struc-tures(JSCE)[C].Japan,1991:189—196.
[3]Teramura A,Yoshida O.Development of vibrationcontrol system using U-shaped water tank[A].Pro-ceedings of 11th World Conference on Earthquake En-gineering[C].Elsevier,1996.paper no.1343.
[4]翟伟廉,李肇胤,李桂青.U型水箱对高层建筑和高耸结构风振控制的试验和研究[J].建筑结构学报,1993,14(5):37—41.
[5]Xue S D,Ko J M,Xu Y L.Wind-induced vibrationcontrol of bridges using liquid column damper[J].Earthquake Engineering and Engineering Vibration,2002,1(2):271—280.
[6]Taflanidis A A,Angelides D C,Manos G C.Optimaldesign and performance of liquid column massdampers for rotational vibration control of structuresunder white noise excitation[J].Engineering Struc-tures,2005,27(4):524—534.
[7]Chang C C.Mass dampers and their optimal designsfor buildings vibration control[J].Engineering Struc-tures,1999,21(5):454—463.
[8]Samali B,Templeton D,Kwok K S C.The effective-ness of multiple tuned liquid column dampers in con-trolling vibration of tall buildings subject to earth-quake excitation[A].Proceedings of 2nd InternationalConference on Motion and Vibration Control[C].Yokohama,1994:120—125.
[9]霍林生.偏心结构利用调液阻尼器减震控制的研究[D].大连:大连理工大学,2005.
[10]Franz Z.A vertically acting tuned liquid columndamper[A].Proceedings of Application MathematicMechanics[C].Vienna,Austria,1999:345—346.
[11]Lee H H,Wong S H,Lee R S.Response mitigationon the offshore floating platform system with tunedliquid column damper[J].Ocean Engineering,2006,33:1 118—1 142.
[12]Abe M,Kimura S,Fujino Y.Control laws for semi-active tuned liquid column damper with variable ori-fice openings[A].Proceedings of 2nd InternationalWorkshop on Structural Control[C].Hong Kong,1996.
[13]Yalla S K,Kareem A,Kantor J C.Semi-active controlstrategies for tuned liquid column dampers to reducewind and seismic response of structures[A].In:Pro-ceedings of Second World Conference on StructuralControl[C].Kyoto,Japan,1998:559—568.
[14]李宏男,阎石,林皋.建筑结构利用TLCD减振的神经网络智能控制[J].地震工程与工程振动,2000,20(3):137—142.
[15]霍林生,李宏男.基于市场机制的TLCD半主动控制方案[J].应用力学学报,2005,22(1):71—75.
[16]李宏男,马百存.固定式海洋平台利用TLD的减震研究[J].海洋工程,1996,14(3):91—96.
[17]李宏男,霍林生,刘洋.采用神经网络半主动TLCD对海洋固定式平台的振动控制[J].防灾减灾工程学报,2003,23(2):22—27.
[18]欧进萍,龙旭,肖仪清,等.导管架式海洋平台结构阻尼隔振体系及其减振效果分析[J].地震工程与工程振动,2002,22(3):115—122.
[19]欧进萍.导管架式海洋平台结构的磁流变阻尼隔震控制[J].高技术通讯,2003,6:66—73.
[20]嵇春艳.主动质量驱动器对导管架式海洋平台振动控制效果研究[J].华东船舶工业学院学报,2004,18(6):1—7.
[21]Wen Y K.Equivalent linearization for hysteretic sys-tems under random excitation[J].Journal of AppliedMechanics,1980,47:150—154.
[22]俞聿修.随机波浪及其工程应用[M].大连:大连理工大学出版社,2000:165—176.
[23]竺艳蓉.海洋工程波浪力学[M].天津:天津大学出版社,1991:192—199.
[24]周广利,白若阳.导管架平台的动力分析[J].中国海洋平台,2006,21(1):45—48.
[2]Sakai F,Takaeda S,Tamaki T.Experimental studyon tuned liquid column damper(TLCD)[A].Proceed-ings of the Colloquium on Vibration Control of Struc-tures(JSCE)[C].Japan,1991:189—196.
[3]Teramura A,Yoshida O.Development of vibrationcontrol system using U-shaped water tank[A].Pro-ceedings of 11th World Conference on Earthquake En-gineering[C].Elsevier,1996.paper no.1343.
[4]翟伟廉,李肇胤,李桂青.U型水箱对高层建筑和高耸结构风振控制的试验和研究[J].建筑结构学报,1993,14(5):37—41.
[5]Xue S D,Ko J M,Xu Y L.Wind-induced vibrationcontrol of bridges using liquid column damper[J].Earthquake Engineering and Engineering Vibration,2002,1(2):271—280.
[6]Taflanidis A A,Angelides D C,Manos G C.Optimaldesign and performance of liquid column massdampers for rotational vibration control of structuresunder white noise excitation[J].Engineering Struc-tures,2005,27(4):524—534.
[7]Chang C C.Mass dampers and their optimal designsfor buildings vibration control[J].Engineering Struc-tures,1999,21(5):454—463.
[8]Samali B,Templeton D,Kwok K S C.The effective-ness of multiple tuned liquid column dampers in con-trolling vibration of tall buildings subject to earth-quake excitation[A].Proceedings of 2nd InternationalConference on Motion and Vibration Control[C].Yokohama,1994:120—125.
[9]霍林生.偏心结构利用调液阻尼器减震控制的研究[D].大连:大连理工大学,2005.
[10]Franz Z.A vertically acting tuned liquid columndamper[A].Proceedings of Application MathematicMechanics[C].Vienna,Austria,1999:345—346.
[11]Lee H H,Wong S H,Lee R S.Response mitigationon the offshore floating platform system with tunedliquid column damper[J].Ocean Engineering,2006,33:1 118—1 142.
[12]Abe M,Kimura S,Fujino Y.Control laws for semi-active tuned liquid column damper with variable ori-fice openings[A].Proceedings of 2nd InternationalWorkshop on Structural Control[C].Hong Kong,1996.
[13]Yalla S K,Kareem A,Kantor J C.Semi-active controlstrategies for tuned liquid column dampers to reducewind and seismic response of structures[A].In:Pro-ceedings of Second World Conference on StructuralControl[C].Kyoto,Japan,1998:559—568.
[14]李宏男,阎石,林皋.建筑结构利用TLCD减振的神经网络智能控制[J].地震工程与工程振动,2000,20(3):137—142.
[15]霍林生,李宏男.基于市场机制的TLCD半主动控制方案[J].应用力学学报,2005,22(1):71—75.
[16]李宏男,马百存.固定式海洋平台利用TLD的减震研究[J].海洋工程,1996,14(3):91—96.
[17]李宏男,霍林生,刘洋.采用神经网络半主动TLCD对海洋固定式平台的振动控制[J].防灾减灾工程学报,2003,23(2):22—27.
[18]欧进萍,龙旭,肖仪清,等.导管架式海洋平台结构阻尼隔振体系及其减振效果分析[J].地震工程与工程振动,2002,22(3):115—122.
[19]欧进萍.导管架式海洋平台结构的磁流变阻尼隔震控制[J].高技术通讯,2003,6:66—73.
[20]嵇春艳.主动质量驱动器对导管架式海洋平台振动控制效果研究[J].华东船舶工业学院学报,2004,18(6):1—7.
[21]Wen Y K.Equivalent linearization for hysteretic sys-tems under random excitation[J].Journal of AppliedMechanics,1980,47:150—154.
[22]俞聿修.随机波浪及其工程应用[M].大连:大连理工大学出版社,2000:165—176.
[23]竺艳蓉.海洋工程波浪力学[M].天津:天津大学出版社,1991:192—199.
[24]周广利,白若阳.导管架平台的动力分析[J].中国海洋平台,2006,21(1):45—48.
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