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.