脉动风场模拟技术的研究与进展
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摘要
通过对脉动风场模拟技术近20年来国内外研究成果的总结,阐述了脉动风场模拟研究的发展历程。首先简要介绍了近地风场的特性和脉动风场模拟技术的研究现状,然后从脉动风场模拟技术的研究方法出发,分别介绍了谐波合成法、线性滤波法和小波方法在风场模拟技术中的研究发展现状和所面临的问题,最后对风场模拟技术的未来趋势进行了展望。
According to the fluctuating wind field simulation technology at home and abroad in the past 20 years,a summary of research results expatiates the development process of the fluctuation wind filed simulation technology.First of all we give a briefing on the characteristics of boundary layer wind and the status quo of the fluctuating wind field simulation technology.And then,based on the research of the simulation technology of fluctuation wind field,we introduce the current situation and problems of harmonic wave superimposing method,linear filtering method and wavelet method.Finally,we prospect the future of the research.
According to the fluctuating wind field simulation technology at home and abroad in the past 20 years,a summary of research results expatiates the development process of the fluctuation wind filed simulation technology.First of all we give a briefing on the characteristics of boundary layer wind and the status quo of the fluctuating wind field simulation technology.And then,based on the research of the simulation technology of fluctuation wind field,we introduce the current situation and problems of harmonic wave superimposing method,linear filtering method and wavelet method.Finally,we prospect the future of the research.
引文
[1]李杰,刘章军.随机脉动风场的正交展开方法[J].土木工程学报,2008,41(2):49-53.
[2]李国豪.桥梁结构稳定与振动[M].北京:中国铁道出版社,1997
[3]Davenport A G.The spectrum of horizontal gustiness near the ground in high winds[J].J.Royal Meteorol,Soc,1961,87:194-211.
[4]Harris R I.The nature of wind.In the modern design of wind sensitive structures[M].Londaon,Construction Industry Research and InformationAssociation,1971.
[5]Kaimal J C.Spectral characteristics of surface-layer turbulence[J].J.Royal Meteorol.Soc.1972,98:563-589.
[6]贺德馨.风工程与工业空气动力学[M].北京:国防工业出版社,2006.
[7]陈贤川.大跨度屋盖结构风致响应和等效风荷载的理论研究及应用[D].杭州:浙江大学,2005
[8]Davenport A G,The dependence of wind load upon meteorological parameters[C]//Proceedings of the International Research Seminar on WindEffects on Building and Structures,University of Toronto Press,Toronto,1968:19-82.
[9]Panofsky HA,Thomson D W,Sullivan D A,et al.Two-Point velocity statistics over lake Ontario[J].Bound.Layer Meteorol,1974,7:309-321.
[10]曾宪武,韩大建.大跨度桥梁风场模拟方法对比研究[J].地震工程与工程振动,2004,24(1):135-140.
[11]Rice S O.Mathematical analysis of random noise[C]//Selected Papers on Noise and Stochastic Process.Dover Publish Inc.NewYork.1954.
[12]Borgman L E.Ocean wave simulation for engineering design[J].J.Wtrway Hard.Div.,ASCE,1969,95(4):557-583
[13]Shinozuka M.Simulation of multivariate and multidimensional random process[J].Journal of the Acoustical.Society of America,1971,49(1):357-367.
[14]Shinozuka M,Jan C M.Digital Simulation of random processes and its applications[J].J.of Sound and Vibration,1972,25(1):111-128
[15]Shinozuka M,Deotatis G.Simulation of stochastic processes by spectral representation[J].Applied Mechanics Reviews,1991,44:191-204.
[16]Yang W W,Chang TY P,Chang C C.An efficient wind field simulation technique for bridges[J].Journal of Wind Engineering and IndustrialAerodynamics,1997:67-68.
[17]Yamazaki F,Shinozuka M.Digital generation of non-Gaussian stochastic fields[J].J.Engrg Mech ASCE,1986,114(7):1183-1197.
[18]Deodatis G.Simulation of ergodic multivariate stochastic processes[J].J.Engrg Mech ASCE,1996,122(8):778-787.
[19]屈应辉,徐旭.大跨度悬索桥脉动风场的数值模拟[J].工业建筑,2006,36(增刊):398-402.
[20]李永乐,周述华,强士中.大跨度斜拉桥三维脉动风场模拟[J].土木工程学报,2003,36(10):60-65.
[21]韩大建,邹小江,苏成.大跨度桥梁考虑桥塔风效应的随机风场模拟[J].工程力学,2003,20(6):18-22.
[22]白海峰,李宏男.大跨越输电塔线体系随机脉动风场模拟研究[J].工程力学,2007,24(7):146-151.
[23]曹映泓,项海帆,周颖.大跨度桥梁随机风场的模拟[J],土木工程学报,1998,31(3):72-79.
[24]丁泉顺,陈艾荣,项海帆.大跨度桥梁空间脉动风场的计算机模拟[J].力学季刊,2006,27(2):184-189.
[25]罗俊杰,韩大建.谐波合成法模拟随机风场的优化算法[J].华南理工大学学报,2007,35(7):105-109.
[26]罗俊杰,韩大建.大跨度结构随机脉动风场的快速模拟方法[J].工程力学,2008,25(3):96-101.
[27]李黎,胡亮,樊剑,等.具有桥塔风效应的桥梁风场数值模拟[J].振动与冲击,2007,26(5):14-18.
[28]胡亮,李黎,樊剑.基于特征正交分解的桥梁风场模拟[J].武汉理工大学学报:交通科学与工程版,2008,32(1):16-19.
[29]李杰,刘章军.随机脉动风场的正交展开方法[J].土木工程学报,2008,41(2):49-53.
[30]李元齐,沈祖炎.本征正交分解法在曲面模型风场重构中的应用[J].同济大学学报,2006,34(1):22-26.
[31]Gerch W,Yonemoto J.Synthesis of multi-variate random vibration systems:a two-stage least squares ARMA model approach[J].J.Soundand Vibration,1977,52(4):553-565.
[32]Spanos P D,Zeldin B A.Monte Carlo treatment of random fields:a broad perspective[J].Appl Meoh Rev.,1998,51(3):219-237.
[33]Samaras E,Shinozuka M,Tsurui A.ARMA representation of random processes[J].J.Engrg Mech.ASCE,1985,113(3):449-461.
[34]Li Y,Kareem A.ARMA representation of wind field[J].J Wind Engrg Indust Aerodyn.,1995,121(1):415-427.
[35]Reed A,Scanlan R H.Time series analysis of cooling tower wind loading[J].J.Struct Engrg.Div ASCE,1983,109(2):538-554.
[36]Iazzunni A,Spinell P.Artificial wind generation and structural response[J].J.Struct Engrg Div ASCE,1987,113(12):2383-2397.
[37]Huang Z,Chalabi Z S.Bedford U.K.Use of time-series analysis to model and forecast wind speed[J].Journal of Wind Engineering And In-dustrial Aerodynamics,1995,56:311-322.
[38]胡雪莲,李正良,晏致涛.大跨度桥梁结构风荷载模拟研究[J].重庆建筑大学学报,2005,27(3):63-66.
[39]Yamada M,Ohkitani K.Orthonormal wavelet analysis of turbulence[J].Fluid Dyn.Res.,1991,8:101-115.
[40]Kitagawa T,Nomura T.A wavelet-based method to generate artificial wind fluctuation data[J].J.Wind Eng.Ind.Aerodyn.,2003,90:943-964.
[41]陈艾荣,王毅.基于小波方法的随机脉动风模拟[J].同济大学学报:自然科学版,2005,33(4):427-431.
[42]王毅,陈艾荣.基于小波方法的随机脉动风模拟[C]//第11届全国结构风工程学术会议论文集.三亚,2003:91-96.
[43]韩艳,陈政清.利用小波逆变换模拟随机风场的脉动风[J].振动工程学报,2007,20(1):52-56.
[44]Anselment F,Gangne Y,Hopfinger E J,et al.High-order velocity structure functions in turbulence shearflow[J].J.Fluid Mech.,1984,140:63-89.
[45]Dubrulle B.Intermittency in fully developed turbulence:log-poisson statistics and generalized scale covariance[J].Phys.Rev.Lett.,1994,73:959-962.
[46]She Z,Leveque E.Universal scaling laws in fully developed turbulence[J].Phys.Rev.Lett.,1994,72:336-339.
[47]徐闻,叶继红,单建.小波分析在空间随机风场模拟中的应用[J].振动与冲击,2008,27(2):42-48.
[48]徐闻,叶继红,单建.小波分析在随机风场模拟中的应用[C]//第三届全国防震减灾工程学术研讨会,2007.
[49]马昌恒.基于小波分析的风场模拟及大型储罐风致屈曲初步研究[D].大庆:大庆石油学院,2007.
[50]Shinozuka M,Deodatis G.Simulation of stochastic processes by spectral representation[J].Appl Mech Rev.,1991,44(4):191-203.
[51]Deodatis G.Simulation of ergodic multivariate stochastic processed[J].J.Engrg.Mech.ASCE,1996,122(8):778-787.
[2]李国豪.桥梁结构稳定与振动[M].北京:中国铁道出版社,1997
[3]Davenport A G.The spectrum of horizontal gustiness near the ground in high winds[J].J.Royal Meteorol,Soc,1961,87:194-211.
[4]Harris R I.The nature of wind.In the modern design of wind sensitive structures[M].Londaon,Construction Industry Research and InformationAssociation,1971.
[5]Kaimal J C.Spectral characteristics of surface-layer turbulence[J].J.Royal Meteorol.Soc.1972,98:563-589.
[6]贺德馨.风工程与工业空气动力学[M].北京:国防工业出版社,2006.
[7]陈贤川.大跨度屋盖结构风致响应和等效风荷载的理论研究及应用[D].杭州:浙江大学,2005
[8]Davenport A G,The dependence of wind load upon meteorological parameters[C]//Proceedings of the International Research Seminar on WindEffects on Building and Structures,University of Toronto Press,Toronto,1968:19-82.
[9]Panofsky HA,Thomson D W,Sullivan D A,et al.Two-Point velocity statistics over lake Ontario[J].Bound.Layer Meteorol,1974,7:309-321.
[10]曾宪武,韩大建.大跨度桥梁风场模拟方法对比研究[J].地震工程与工程振动,2004,24(1):135-140.
[11]Rice S O.Mathematical analysis of random noise[C]//Selected Papers on Noise and Stochastic Process.Dover Publish Inc.NewYork.1954.
[12]Borgman L E.Ocean wave simulation for engineering design[J].J.Wtrway Hard.Div.,ASCE,1969,95(4):557-583
[13]Shinozuka M.Simulation of multivariate and multidimensional random process[J].Journal of the Acoustical.Society of America,1971,49(1):357-367.
[14]Shinozuka M,Jan C M.Digital Simulation of random processes and its applications[J].J.of Sound and Vibration,1972,25(1):111-128
[15]Shinozuka M,Deotatis G.Simulation of stochastic processes by spectral representation[J].Applied Mechanics Reviews,1991,44:191-204.
[16]Yang W W,Chang TY P,Chang C C.An efficient wind field simulation technique for bridges[J].Journal of Wind Engineering and IndustrialAerodynamics,1997:67-68.
[17]Yamazaki F,Shinozuka M.Digital generation of non-Gaussian stochastic fields[J].J.Engrg Mech ASCE,1986,114(7):1183-1197.
[18]Deodatis G.Simulation of ergodic multivariate stochastic processes[J].J.Engrg Mech ASCE,1996,122(8):778-787.
[19]屈应辉,徐旭.大跨度悬索桥脉动风场的数值模拟[J].工业建筑,2006,36(增刊):398-402.
[20]李永乐,周述华,强士中.大跨度斜拉桥三维脉动风场模拟[J].土木工程学报,2003,36(10):60-65.
[21]韩大建,邹小江,苏成.大跨度桥梁考虑桥塔风效应的随机风场模拟[J].工程力学,2003,20(6):18-22.
[22]白海峰,李宏男.大跨越输电塔线体系随机脉动风场模拟研究[J].工程力学,2007,24(7):146-151.
[23]曹映泓,项海帆,周颖.大跨度桥梁随机风场的模拟[J],土木工程学报,1998,31(3):72-79.
[24]丁泉顺,陈艾荣,项海帆.大跨度桥梁空间脉动风场的计算机模拟[J].力学季刊,2006,27(2):184-189.
[25]罗俊杰,韩大建.谐波合成法模拟随机风场的优化算法[J].华南理工大学学报,2007,35(7):105-109.
[26]罗俊杰,韩大建.大跨度结构随机脉动风场的快速模拟方法[J].工程力学,2008,25(3):96-101.
[27]李黎,胡亮,樊剑,等.具有桥塔风效应的桥梁风场数值模拟[J].振动与冲击,2007,26(5):14-18.
[28]胡亮,李黎,樊剑.基于特征正交分解的桥梁风场模拟[J].武汉理工大学学报:交通科学与工程版,2008,32(1):16-19.
[29]李杰,刘章军.随机脉动风场的正交展开方法[J].土木工程学报,2008,41(2):49-53.
[30]李元齐,沈祖炎.本征正交分解法在曲面模型风场重构中的应用[J].同济大学学报,2006,34(1):22-26.
[31]Gerch W,Yonemoto J.Synthesis of multi-variate random vibration systems:a two-stage least squares ARMA model approach[J].J.Soundand Vibration,1977,52(4):553-565.
[32]Spanos P D,Zeldin B A.Monte Carlo treatment of random fields:a broad perspective[J].Appl Meoh Rev.,1998,51(3):219-237.
[33]Samaras E,Shinozuka M,Tsurui A.ARMA representation of random processes[J].J.Engrg Mech.ASCE,1985,113(3):449-461.
[34]Li Y,Kareem A.ARMA representation of wind field[J].J Wind Engrg Indust Aerodyn.,1995,121(1):415-427.
[35]Reed A,Scanlan R H.Time series analysis of cooling tower wind loading[J].J.Struct Engrg.Div ASCE,1983,109(2):538-554.
[36]Iazzunni A,Spinell P.Artificial wind generation and structural response[J].J.Struct Engrg Div ASCE,1987,113(12):2383-2397.
[37]Huang Z,Chalabi Z S.Bedford U.K.Use of time-series analysis to model and forecast wind speed[J].Journal of Wind Engineering And In-dustrial Aerodynamics,1995,56:311-322.
[38]胡雪莲,李正良,晏致涛.大跨度桥梁结构风荷载模拟研究[J].重庆建筑大学学报,2005,27(3):63-66.
[39]Yamada M,Ohkitani K.Orthonormal wavelet analysis of turbulence[J].Fluid Dyn.Res.,1991,8:101-115.
[40]Kitagawa T,Nomura T.A wavelet-based method to generate artificial wind fluctuation data[J].J.Wind Eng.Ind.Aerodyn.,2003,90:943-964.
[41]陈艾荣,王毅.基于小波方法的随机脉动风模拟[J].同济大学学报:自然科学版,2005,33(4):427-431.
[42]王毅,陈艾荣.基于小波方法的随机脉动风模拟[C]//第11届全国结构风工程学术会议论文集.三亚,2003:91-96.
[43]韩艳,陈政清.利用小波逆变换模拟随机风场的脉动风[J].振动工程学报,2007,20(1):52-56.
[44]Anselment F,Gangne Y,Hopfinger E J,et al.High-order velocity structure functions in turbulence shearflow[J].J.Fluid Mech.,1984,140:63-89.
[45]Dubrulle B.Intermittency in fully developed turbulence:log-poisson statistics and generalized scale covariance[J].Phys.Rev.Lett.,1994,73:959-962.
[46]She Z,Leveque E.Universal scaling laws in fully developed turbulence[J].Phys.Rev.Lett.,1994,72:336-339.
[47]徐闻,叶继红,单建.小波分析在空间随机风场模拟中的应用[J].振动与冲击,2008,27(2):42-48.
[48]徐闻,叶继红,单建.小波分析在随机风场模拟中的应用[C]//第三届全国防震减灾工程学术研讨会,2007.
[49]马昌恒.基于小波分析的风场模拟及大型储罐风致屈曲初步研究[D].大庆:大庆石油学院,2007.
[50]Shinozuka M,Deodatis G.Simulation of stochastic processes by spectral representation[J].Appl Mech Rev.,1991,44(4):191-203.
[51]Deodatis G.Simulation of ergodic multivariate stochastic processed[J].J.Engrg.Mech.ASCE,1996,122(8):778-787.
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