用户名: 密码: 验证码:
风-列车-桥系统耦合振动研究综述
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:Review on Coupling Vibration of Wind-vehicle-bridge Systems
  • 作者:李永乐 ; 向活跃 ; 强士中
  • 英文作者:LI Yong-le;XIANG Huo-yue;QIANG Shi-zhong;Department of Bridge Engineering,Southwest Jiaotong University;
  • 关键词:桥梁工程 ; 风-车-桥系统 ; 综述 ; 风洞试验 ; 耦合振动 ; 气动特性
  • 英文关键词:bridge engineering;;wind-vehicle-bridge system;;review;;wind tunnel test;;coupling vibration;;aerodynamic characteristic
  • 中文刊名:ZGGL
  • 英文刊名:China Journal of Highway and Transport
  • 机构:西南交通大学桥梁工程系;
  • 出版日期:2018-07-15
  • 出版单位:中国公路学报
  • 年:2018
  • 期:v.31;No.179
  • 基金:国家自然科学基金项目(51525804,U1334201,51778544)
  • 语种:中文;
  • 页:ZGGL201807003
  • 页数:14
  • CN:07
  • ISSN:61-1313/U
  • 分类号:28-41
摘要
风-列车-桥(简称风-车-桥)系统耦合振动涉及多学科交叉,是双重随机激励作用下的时变耦合系统,是研究列车抗风安全性的主要方法之一。从提出风-车-桥的概念以来,国内外学者对此进行了大量的研究,取得了积极的进展,为进一步促进风-车-桥系统耦合振动的研究,从车-桥系统风荷载、车-桥耦合模型、风-车-桥耦合模型三部分出发,对风-车-桥系统研究的一些重要成果进行回顾和介绍。其中,车-桥系统风荷载部分包含静风力、抖振力(脉动风模拟和气动导纳)、风载突变效应3个方面;静风力方面,回顾车-桥静动态系统气动特性的风洞试验方法及数值模拟方法,讨论不同试验和分析方法的优缺点及其适用的情况;抖振力方面,介绍脉动风模拟方法以及气动导纳的计算方法;风载突变方面,介绍横风作用下列车过桥塔及双车交会时风洞试验和数值模拟方法。车-桥耦合振动模型部分,回顾车辆分析模型和车-桥系统的求解方法。风-车-桥耦合模型部分包含分析模型、耦合机理和实际应用3个方面,回顾风-车-桥系统的耦合机理,结合实例介绍风-车-桥系统耦合振动方法的实际应用。最后,结合当前风-车-桥系统研究的不足之处,提出车-桥动态系统气动特性的风洞试验技术、风-车-桥系统的精细化分析模型、现场实测、可靠度及其评价准则是其今后的主要研究方向。
        The coupling vibration of wind-rail/vehicle-bridge(WVB)systems is a popular subject in many disciplines and it represents a time-varying coupling system under double random excitations.It is an important concept and corresponds to a primary method for studying the wind safety of trains.Since the introduction of WVB systems,scholars have conducted a large amount of research on them and made positive progress.To promote research on the coupling vibration of WVB systems,which include three parts-the wind load of vehicle-bridge systems,the vehiclebridge coupling model,and the WVB coupling model-some important achievements of WVB systems were briefly reviewed and introduced.The wind load of vehicle-bridge systems includes three aspects:static wind force,buffeting force(fluctuating wind simulation and aerodynamic admittance),and sudden changes of wind load.For the static wind force,wind tunnel test methods and numerical simulations of the aerodynamic characteristics for static and dynamic vehicle-bridge systems were reviewed.The advantages and disadvantages of different test andanalysis methods and their applications were discussed.For the buffeting force,the simulation method of fluctuating wind and the calculation method of aerodynamic admittance were introduced.For a sudden change of wind load,the wind tunnel test and numerical simulation methods for of a train passing a tower and two trains meeting each other under crosswinds were introduced.For the vehicle-bridge coupling vibration model,the vehicle analysis model and the solution method of the vehicle-bridge system were briefly reviewed.The WVB coupling model includes three aspects:the analysis model,coupling mechanism,and practical application.In the following section,the coupling mechanism of the WVB system was analyzed,and several applications of the coupling vibration method of WVB systems were introduced.Finally,the shortcomings of current research on WVB systems were presented along with possible research directions,including wind tunnel test technology of aerodynamic characteristics of dynamic vehicle-bridge systems,a fine analysis model,field measurement,and reliability and evaluation criteria of WVB systems.
引文
[1]SUZUKI M,TANEMOTO K,MAEDA T.Aerodynamic Characteristics of Train/Vehicles Under Cross Winds[J].Journal of Wind Engineering and Industrial Aerodynamics,2003,91(1):209-218.
    [2]葛盛昌,蒋富强.兰新铁路强风地区风沙成因及挡风墙防风效果分析[J].铁道工程学报,2009,128(5):1-4.GE Sheng-chang,JIANG Fu-qiang.Analyses of the Causes for Wind Disaster in Strong Wind Area Along Lanzhou-Xinjiang Railway and the Effect of Windbreak[J].Journal of Railway Engineering Society,2009,128(5):1-4.
    [3]葛盛昌,尹永顺.新疆铁路风区列车安全运行标准现场试验研究[J].铁道技术监督,2006,34(4):9-11.GE Sheng-chang,YIN Yong-shun.Field Test Study on Train Safety Operation Standard in Xinjiang Railway Wind Area[J].Railway Quality Control,2006,34(4):9-11.
    [4]袁彦锋,冉茂宇,袁炯炯,等.平潭岛风环境分析研究[J].福建建筑,2016(3):10-16.YUAN Yan-feng,RAN Mao-yu,YUAN Jiongjiong,et al.Analytical Investigation on the Wind Environment of Pingtan Island[J].Fujian Architecture and Construction,2016(3):10-16.
    [5]李永乐.风-车-桥系统非线性空间耦合振动研究[D].成都:西南交通大学,2003.LI Yong-le.Nonlinear Three-dimensional Coupling Vibration of Wind-vehicle-bridge System[D].Chengdu:Southwest Jiaotong University,2003.
    [6]李永乐,向活跃,臧瑜,等.双车交会过程的风-车-桥耦合振动研究[J].土木工程学报,2011,44(12):73-78.LI Yong-le,XIANG Huo-yue,ZHANG Yu,et al.Coupling Vibration of Wind-vehicle-bridge System for the Process of Two Trains Passing Each Other[J].China Civil Engineering Journal,2011,44(12):73-78.
    [7]翟婉明.车辆-轨道耦合动力学[M].3版.北京:科学出版社,2007.ZHAI Wan-ming.Vehicle-track Coupling Dynamics[M].3rd ed.Beijing:Science Press,2017.
    [8]XU Y L.Wind Effects on Cable-supported Bridges[M].Singapore:John Wiley&Sons,2013.
    [9]CAI C S,HU J,CHEN S,et al.A Coupled Windvehicle-bridge System and Its Applications:A Review[J].Wind and Structures,2015,20(2):117-142.
    [10]XIA H,ZHANG N,GUO W.Dynamic Analysis of Train-bridge System Subjected to Crosswinds[M].Berlin:Springer,2018.
    [11]李永乐,廖海黎,强士中.车-桥系统气动特性的节段模型风洞试验研究[J].铁道学报,2004,26(3):71-75.LI Yong-le,LIAO Hai-li,QIANG Shi-zhong.Study on Aerodynamic Characteristics of the Vehicle-bridge System by the Section Model Wind Tunnel Test[J].Journal of the China Railway Society,2004,26(3):71-75.
    [12]李永乐,徐昕宇,郭建明,等.六线双层铁路钢桁桥车-桥系统气动特性风洞试验研究[J].工程力学,2016,33(4):130-135.LI Yong-le,XU Xin-yu,GUO Jian-ming,et al.Wind Tunnel Tests on Aerodynamic Characteristics of Vehicle-bridge System for Six-track Double-deck Steel-truss Railway Bridge[J].Engineering Mechanics,2016,33(4):130-135.
    [13]李永乐,周昱,葛世平,等.主梁断面形状对车-桥系统气动特性影响的风洞试验研究[J].土木工程学报,2012,45(7):127-133.LI Yong-le,ZHOU Yu,GE Shi-ping,et al.Wind Tunnel Test Study of the Effect of Bridge Deck Cross Section Shape on Aerodynamic Characteristics of Vehicle-bridge System[J].China Civil Engineering Journal,2012,45(7):127-133.
    [14]李永乐,向活跃,侯光阳,等.车-桥组合状态下CRH2客车横风气动特性研究[J].空气动力学学报,2013,31(5):579-582.LI Yong-le,XIANG Huo-yue,HOU Guang-yang,et al.Aerodynamic Characteristics of CRH2Train in Combination of Vehicle-bridge with Cross Wind Action[J].Acta Aerodynamics Sinica,2013,31(5):579-582.
    [15]邹云峰,何旭辉,郭向荣,等.横风下流线箱型桥-轨道交通车辆气动干扰风洞实验研究[J].振动与冲击,2017,36(5):95-101.ZOU Yun-feng,HE Xu-hui,GUO Xiang-rong,et al.Wind Tunnel Tests for Aerodynamic Interference Between Streamline Type Box Bridges and Rail Vehicles Under Cross Wind[J].Journal of Vibration and Shock,2017,36(5):95-101.
    [16]XIANG H,LI Y,WANG B.Aerodynamic Interaction Between Static Vehicles and Wind Barriers on Railway Bridges Exposed to Crosswinds[J].Wind and Structures,2015,20(2):237-247.
    [17]郭文华,张佳文,项超群.桥梁对高速列车气动特性影响的风洞试验研究[J].中南大学学报:自然科学版,2015,46(8):3151-3159.GUO Wen-hua,ZHANG Jia-wen,XIANG Chaoqun.Wind Tunnel Test of Aerodynamic Characteristics of High-speed Train on Bridge[J].Journal of Central South University:Science and Technology,2015,46(8):3151-3159.
    [18]HE X H,ZOU Y F,WANG H F,et al.Aerodynamic Characteristics of a Trailing Rail Vehicles on Viaduct Based on Still Wind Tunnel Experiments[J].Journal of Wind Engineering and Industrial Aerodynamics,2014,135:22-33.
    [19]GUO W,XIA H,KAROUMI R,et al.Aerodynamic Effect of Wind Barriers and Running Safety of Trains on High-speed Railway Bridges Under Cross Winds[J].Wind and Structures,2015,20(2):213-236.
    [20]田红旗.列车空气动力学[M].北京:中国铁道出版社,2007.TIAN Hong-qi.Train Aerodynamics[M].Beijing:China Railway Publishing House,2007.
    [21]XIANG H,LI Y,CHEN S,et al.A Wind Tunnel Test Method on Aerodynamic Characteristics of Moving Vehicles Under Crosswinds[J].Journal of Wind Engineering and Industrial Aerodynamics,2017,163:15-23.
    [22]COOPER R K.The Effect of Cross-winds on Trains[J].Journal of Engineering,1981,103:170-178.
    [23]BAKER C J.Train Aerodynamic Forces and Moments from Moving Model Experiments[J].Journal of Wind Engineering and Industrial Aerodynamics,1986,24(3):227-251.
    [24]BOCCIOLONE M,CHELI F,CORRADI R,et al.Crosswind Action on Rail Vehicles:Wind Tunnel Experimental Analyses[J].Journal of Wind Engineering and Industrial Aerodynamics,2008,96(5):584-610.
    [25]LI Y,HU P,XU Y,et al.Wind Loads on a Moving Vehicle-bridge Deck System by Wind-tunnel Model Test[J].Wind and Structures,2014,19(2):145-167.
    [26]李永乐,胡朋,张明金,等.侧向风作用下车-桥系统的气动特性——移动车辆模型风洞试验系统[J].西南交通大学学报,2012,47(1):50-56.LI Yong-le,HU Peng,ZHANG Ming-jin,et al.Aerodynamic Characteristics of Vehicle-bridge System Under Cross Wind:Wind Tunnel Test System with Moving Vehicle Model[J].Journal of Southwest Jiaotong University,2012,47(1):50-56.
    [27]李永乐,胡朋,张明金,等.侧向风作用下车-桥系统的气动特性——基于风洞试验的参数研究[J].西南交通大学学报,2012,47(2):210-217.LI Yong-le,HU Peng,ZHANG Ming-jin,et al.Aerodynamic Characteristics of Vehicle-bridge System Under Cross Wind:Parameter Studies Based on Wind Tunnel Test[J].Journal of Southwest Jiaotong University,2012,47(2):210-217.
    [28]DORIGATTI F,STERLING M,BAKER C J,et al.Crosswind Effects on the Stability of a Model Passenger Train—A Comparison of Static and Moving Experiments[J].Journal of Wind Engineering and Industrial Aerodynamics,2015,138:36-51.
    [29]向活跃,李永乐,张明金,等.侧风作用下移动车辆模型气动特性的试验方法[J].振动工程学报,2017,30(6):776-782.XIANG Huo-yue,LI Yong-le,ZHANG Ming-jin,et al.Test Methods on Aerodynamic Characteristic of Moving Vehicle Model Under Crosswinds[J].Journal of Vibration Engineering,2017,30(6):776-782.
    [30]WANG B,XU Y,ZHU L,et al.Determination of Aerodynamic Force on Stationary/Moving Vehiclebridge Deck System Under Crosswinds Using Computational Fluid Dynamics[J].Engineering Applications of Computational Fluid Mechanics,2013,7(3):355-368.
    [31]黄林.列车风与自然风联合作用下的车-桥耦合振动分析[D].成都:西南交通大学,2007.HUANG Lin.Analysis of Vehicle-bridge Vibration Under Train Induced Wind and Natural Wind[D].Chengdu:Southwest Jiaotong University,2007.
    [32]苗秀娟,张雷,李志伟,等.强横风下列车出隧道时的瞬态气动性能[J].中南大学学报:自然科学版,2014,45(3):958-964.MIAO Xiu-juan,ZHANG Lei,LI Zhi-wei,et al.Aerodynamic Performance of Train Passing out Tunnel Under Cross-wind[J].Journal of Central South University:Science and Technology,2014,45(3):958-964.
    [33]李永乐,汪斌,徐幼麟,等.侧风作用下静动态车-桥系统气动特性数值模拟研究[J].土木工程学报,2011,44(增1):87-94.LI Yong-le,WANG Bin,XU You-lin,et al.Numerical Simulation of Aerodynamic Characteristics for Static and Dynamic Vehicle-bridge System Under Cross Wind[J].China Civil Engineering Journal,2011,44(S1):87-94.
    [34]WU M,LI Y,CHEN N.The Impact of Artificial Discrete Simulation of Wind Field on Vehicle Running Performance[J].Wind and Structures,2015,20(2):169-189.
    [35]吴梦雪.侧向风作用下风载突变效应对列车运行性能的影响研究[D].成都:西南交通大学,2015.WU Meng-xue.Effect of Sudden Change of Wind Loads on Rail Vehicle Running Performance in Crosswind Conditions[D].Chengdu:Southwest Jiaotong University,2015.
    [36]COOPER R K.Atmospheric Turbulence with Respect to Moving Ground Vehicles[J].Journal of Wind Engineering and Industrial Aerodynamics,1984,17(2):215-238.
    [37]LI X,XIAO J,LIU D,et al.An Analytical Model for the Fluctuating Wind Velocity Spectra of a Moving Vehicle[J].Journal of Wind Engineering and Industrial Aerodynamics,2017,164:34-43.
    [38]CHEN N,LI Y,XIANG H.A New Simulation Algorithm of Multivariate Short-term Stochastic Wind Velocity Field Based on Inverse Fast Fourier Transform[J].Engineering Structures,2014,80:251-259.
    [39]XIA H,GUO W W,ZHANG N,et al.Dynamic Analysis of a Train-bridge System Under Wind Action[J].Computers and Structures,2008,86(19/20):1845-1855.
    [40]CHARUVISIT S,KIMURA K,FUJINO Y.Effects of Wind Barrier on a Vehicle Passing in the Wake of a Bridge Tower in Cross Wind and Its Response[J].Journal of Wind Engineering and Industrial Aerodynamics,2004,92(7/8):609-639.
    [41]LI Y,QIANG S,LIAO H,et al.Dynamics of Windrail Vehicle-bridge Systems[J].Journal of Wind Engineering and Industrial Aerodynamics,2005,93(6):483-507.
    [42]BAKER C J.Ground Vehicles in High Cross Winds PartⅢ:The Interaction of Aerodynamic Forces and the Vehicle System[J].Journal of Fluids and Structures,1991,5(2):221-241.
    [43]TOMASINI G,CHELI F.Admittance Function to Evaluate Aerodynamic Loads on Vehicles:Experimental Data and Numerical Model[J].Journal of Fluids and Structures,2013,38:92-106.
    [44]STERLING M,BAKER C,BOUFERROUK A,et al.An Investigation of the Aerodynamic Admittances and Aerodynamic Weighting Functions of Trains[J].Journal of Wind Engineering and Industrial Aerodynamics,2009,97(11/12):512-522.
    [45]徐昕宇.复杂山区铁路风-车-桥系统耦合振动研究[D].成都:西南交通大学,2017.XU Xin-yu.Coupling Vibration of Wind-rail Vehiclebridge System in Complex Mountainous Terrain[D].Chengdu:Southwest Jiaotong University,2017.
    [46]BAKER C J.The Simulation of Unsteady Aerodynamic Cross Wind Forces on Trains[J].Journal of Wind Engineering and Industrial Aerodynamics,2010,98(2):88-99.
    [47]BAKER C J,JONES J,LOPEZ-CALLEJA F,et al.Measurements of the Cross Wind Forces on Trains[J].Journal of Wind Engineering and Industrial Aerodynamics,2004,92(7/8):547-563.
    [48]GARCIA J,MUNOZ-PANIAGUA J,JIMENEZ A,et al.Numerical Study of the Influence of Synthetic Turbulent Inflow Conditions on the Aerodynamics of a Train[J].Journal of Fluids and Structures,2015,56(9):134-151.
    [49]GARCIA J,MUNOZ-PANIAGUA J,CRESPO A.Numerical Study of the Aerodynamics of a Full Scale Train Under Turbulent Wind Conditions,Including Surface Roughness Effects[J].Journal of Fluids and Structures,2017,74:1-18.
    [50]李永乐,陈宁,蔡宪棠,等.桥塔遮风效应对风-车-桥耦合振动的影响[J].西南交通大学学报,2010,45(6):875-881.LI Yong-le,CHEN Ning,CAI Xian-tang,et al.Wake Effect of Bridge Tower on Coupling Vibration of Wind-vehicle-bridge System[J].Journal of Southwest Jiaotong University,2010,45(6):875-881.
    [51]葛光辉,张楠,周爽,等.列车通过大跨度桥梁桥塔区域过程中的风-车-桥耦合动力分析[J].中国科学:技术科学,2014,44(7):793-800.GE Guang-hui,ZHANG Nan,ZHOU Shuang,et al.Analysis on Wind-vehicle-bridge Dynamic Interaction When Train Pass through the Tower Region of Longspan Bridge[J].Scientia Sinica:Technologica,2014,44(7):793-800.
    [52]CHARUVISIT S,KIMURA K,FUJINO Y.Experimental and Semi-analytical Studies on the Aerodynamic Forces Acting on a Vehicle Passing Through the Wake of a Bridge Tower in Cross Wind[J].Journal of Wind Engineering and Industrial Aerodynamics,2004,92(9):749-780.
    [53]LI Y,HU P,CAI C S,et al.Wind Tunnel Study of Sudden Change of Vehicle Wind Loads Due to Windshield Effects of Bridge Towers and Passing Vehicles[J].Journal of Engineering Mechanics,2013,139(9):1249-1259.
    [54]郑史雄,袁达平,张向旭,等.大跨桥梁桥塔遮风效应对列车气动参数的影响研究[J].桥梁建设,2016,46(3):63-68.ZHENG Shi-xiong,YUAN Da-ping,ZHANG Xiangxu,et al.Study of Influences of Wind Shielding Effect of Pylon of Long Span Bridge on Aerodynamic Parameters of Trains[J].Bridge Construction,2016,46(3):63-68.
    [55]ROCCHI D,ROSA L,SABBIONI E,et al.A Numerical-experimental Methodology for Simulating the Aerodynamic Forces Acting on a Moving Vehicle Passing Through the Wake of a Bridge Tower Under Cross Wind[J].Journal of Wind Engineering and Industrial Aerodynamics,2012,104:256-265.
    [56]LI Y,XIANG H,WANG B,et al.Dynamic Analysis of Wind-vehicle-bridge Coupling System During the Meeting of Two Trains[J].Advances in Structural Engineering,2013,16(10):1662-1670.
    [57]李永乐,胡朋,张明金,等.风-车-桥系统车辆风荷载突变效应风洞试验研究[J].空气动力学学报,2011,29(5):548-554.LI Yong-le,HU Peng,ZHANG Ming-jin,et al.Effect of Sudden Change of Vehicle Wind Loads in Wind-vehicle-bridge System by Wind Tunnel Test[J].Acta Aerodynamica Sinica,2011,29(5):548-554.
    [58]梁习锋,沈娴雅.环境风与列车交会耦合作用下磁浮列车横向气动性能[J].中南大学学报:自然科学版,2007,38(4):751-757.LIANG Xi-feng,SHEN Xian-ya.Lateral Aerodynamic Performances of Maglev Train When Two Trains Meet with Wind Blowing[J].Journal of Central South University:Science and Technology,2007,38(4):751-757.
    [59]李永乐,杨怿,吴梦雪,等.侧向风作用下桥上列车交会过程的空气动力特性[J].中国铁道科学,2015,36(2):37-44.LI Yong-le,YANG Yi,WU Meng-xue,et al.Aerodynamic Characteristics in the Process of Two Trains Passing Each Other on Bridge Under Cross Wind Action[J].China Railway Science,2015,36(2):37-44.
    [60]崔涛,张卫华,王琰.侧风环境下列车高速交会流固耦合振动安全性分析[J].振动与冲击,2013,32(11):75-79.CUI Tao,ZHANG Wei-hua,WANG Yan.Fluid-solid Coupled Vibration Safety Analysis for Two Trains Passing by Each Other at High-speed in Side Wind[J].Journal of Vibration and Shock,2013,32(11):75-79.
    [61]翟婉明,厦禾.列车-轨道-桥梁动力相互作用理论与工程应用[M].北京:科学出版社,2011.ZHAI Wan-ming,XIA He.Train-track-bridge Dynamic Interaction:Theory and Engineering Application[M].Beijing:Science Press,2011.
    [62]LI Y,XU X,ZHOU Y,et al.An Interactive Method for the Analysis of the Simulation of Vehiclebridge Coupling Vibration using ANSYS and SIMPACK[J].Journal of Rail and Rapid Transit,2018,232(3):663-679.
    [63]XIA H,ZHANG N,DE ROECK G.Dynamic Analysis of High Speed Railway Bridge Under Articulated Trains[J].Computers and Structures,2003,81(26/27):2467-2478.
    [64]马卫华.轮对纵向振动及其相关动力学影响研究[D].成都:西南交通大学,2007.MA Wei-hua.Wheelset Longitudinal Vibration Analysis and the Correlation Dynamic Performance Investigation[D].Chengdu:Southwest Jiaotong University,2007.
    [65]沈火明,肖新标.求解车-桥耦合振动问题的一种数值方法[J].西南交通大学学报,2003,38(6):658-662.SHEN Huo-ming,XIAO Xin-biao.Numerical Method for Vehicle-bridge Coupled Vibrations[J].Journal of Southwest Jiaotong University,2003,38(6):658-662.
    [66]李小珍,马文彬,强士中.车-桥系统耦合振动分析的数值解法[J].振动与冲击,2002,21(3):23-27.LI Xiao-zhen,MA Wen-bin,QIANG Shi-zhong.Coupling Vibration Analysis of Vehicle-bridge System by Iterative Solution Method[J].Journal of Vibration and Shock,2002,21(3):23-27.
    [67]余志武,毛建锋,谈遂,等.车辆参数随机的车桥竖向随机振动分析[J].铁道学报,2015,37(1):97-104.YU Zhi-wu,MAO Jian-feng,TAN Sui,et al.The Stochastic Analysis of the Track-bridge Vertical Coupled Vibration with Random Train Parameters[J].Journal of the China Railway Society,2015,37(1):97-104.
    [68]余志武,谈遂,毛建锋.基于车-桥耦合随机振动的桥梁动力安全性分析[J].铁道工程学报,2016,33(9):55-61.YU Zhi-wu,TAN Sui,MAO Jian-feng.Safety Analysis of the Bridge Dynamic Performance Based on Train-bridge Coupling Random Vibration[J].Journal of Railway Engineering Society,2016,33(9):55-61.
    [69]李小珍,朱艳,强士中.高速列车作用下简支梁车-桥耦合振动随机响应分析[J].振动与冲击,2012,31(4):168-172.LI Xiao-zhen,ZHU Yan,QIANG Shi-zhong.Stochastic Response Analysis of Train-bridge Coupling System Under High Speed Train Loads Excitation[J].Journal of Vibration and Shock,2012,31(4):168-172.
    [70]张志超.车-桥系统耦合振动和地震响应的随机分析[D].大连:大连理工大学,2010.ZHANG Zhi-chao.Stochastic Analysis for the Coupling Vibration and Seismic Responses of Trainbridge Systems[D].Dalian:Dalian University of Technology,2010.
    [71]晋智斌,李小珍,朱艳,等.列车-桥梁耦合系统非线性随机振动分析[J].铁道学报,2017,39(9):109-116.JIN Zhi-bin,LI Xiao-zhen,ZHU Yan,et al.Random Vibration Analysis of Nonlinear Vehicle-bridge Dynamic Interactions[J].Journal of the China Railway Society,2017,39(9):109-116.
    [72]ZHANG M,LI Y,WANG B.Effects of Fundamental Factors on Coupled Vibration of Wind-rail Vehicle-bridge System for Long-span Cable-stayed Bridge[J].Journal of Central South University,2016,23(5):1264-1272.
    [73]XIANG H,LI Y,CHEN B,et al.Protection Effect of Railway Wind Barrier on Running Safety of Train Under Cross Winds[J].Advances in Structural Engineering,2014,17(8):1177-1187.
    [74]CHIU T W,SQUIRE L C.An Experimental Study of the Flow over a Train in a Crosswind at Large Yaw Angles up to 90°[J].Journal of Wind Engineering and Industrial Aerodynamics,1992,45(1):47-74.
    [75]王少钦,马骎,任艳荣,等.主跨1 120 m铁路悬索桥风-车-桥耦合振动响应分析[J].铁道科学与工程学报,2017,14(6):1241-1248.WANG Shao-qin,MA Qin,REN Yan-rong,et al.Dynamic Interaction Analysis on Wind-train-bridge System of Long-span Railway Suspension Bridge[J].Journal of Railway Science and Engineering,2017,14(6):1241-1248.
    [76]韩艳,陈浩,刘跃飞,等.桥梁抖振力空间相关性对风-车-桥耦合动力响应的影响[J].湖南大学学报:自然科学版,2015,42(9):82-88.HAN Yan,CHEN Hao,LIU Yue-fei,et al.Effect of the Coherence of Buffeting Forces of Bridges on the Coupled Dynamic Responses of Wind-vehicle-bridge System[J].Journal of Hunan University:Natural Sciences,2015,42(9):82-88.
    [77]王少钦,夏禾,郭薇薇,等.考虑桥梁几何非线性的风-车-桥耦合振动分析[J].工程力学,2013,30(4):122-128.WANG Shao-qin,XIA He,GUO Wei-wei,et al.Coupling Vibration Analysis of Wind-train-bridge System Considering Geometric Nonlinearity of Bridge[J].Engineering Mechanics,2013,30(4):122-128.
    [78]李永乐,张明金,廖海黎.大跨度柔性斜拉-悬索体系风-车-线路耦合振动研究[J].振动工程学报,2010,23(1):69-75.LI Yong-le,ZHANG Ming-jin,LIAO Hai-li.Coupling Vibration of Wind-vehicle-guideway System for Long Span Cable-stayed-suspension Systems[J].Journal of Vibration Engineering,2010,23(1):69-75.
    [79]徐昕宇,李永乐,陈科宇,等.多线铁路桥双车交会的风-车-桥耦合振动研究[J].桥梁建设,2017,47(1):41-46.XU Xin-yu,LI Yong-le,CHEN Ke-yu,et al.Study of Wind-train-bridge Coupling Vibration of Multitrack Railway Bridge Under Meeting of Two Trains[J].Bridge Construction,2017,47(1):41-46.
    [80]刘海涛.强风作用下列车-汽车-桥梁时变系统的动力响应及行车安全性、舒适性研究[D].长沙:中南大学,2011.LIU Hai-tao.Dynamic Response of Coupled Train,Automobile and Bridge System Under Strong Wind and Analysis of Running Safety and Riding Comfort of Vehicles[D].Changsha:Central South University,2011.
    [81]陈上有,路萍,刘高,等.列车-桥梁-汽车耦合振动仿真分析[J].振动与冲击,2014,33(20):123-128.CHEN Shang-you,LU Ping,LIU Gao,et al.Simulation and Analysis on Coupled Vibration of Trainbridge-road Vehicle System[J].Journal of Vibration and Shock,2014,33(20):123-128.
    [82]张楠,夏禾,郭薇薇,等.京沪高速铁路南京大胜关长江大桥风-车-桥耦合振动分析[J].中国铁道科学,2009,30(1):41-48.ZHANG Nan,XIA He,GUO Wei-wei,et al.Analysis on the Wind-vehicle-bridge Coupling Vibration for Nanjing Dashengguan Yangtze River Bridge of Beijing-Shanghai High-speed Railway[J].China Railway Science,2009,30(1):41-48.
    [83]李永乐,朱佳琪,赵凯,等.上海长江大桥风-轨道车辆-桥耦合振动及抗风行车准则研究[J].土木工程学报,2012,45(9):108-114.LI Yong-le,ZHU Jia-qi,ZHAO Kai,et al.Coupled Vibration of Wind-rail Vehicle-bridge System for Shanghai Yangtze River Bridge and the Wind-resistant Criterion of Running Trains[J].China Civil Engineering Journal,2012,45(9):108-114.
    [84]李永乐,董世赋,臧瑜,等.大跨度公轨两用悬索桥风-车-桥耦合振动及抗风行车准则研究[J].工程力学,2012,29(12):114-120.LI Yong-le,DONG Shi-fu,ZANG Yu,et al.Coupling Vibration of Wind-vehicle-bridge System for Long-span Road-rail Suspension Bridge and Resistantwind Criterion of Running Train[J].Engineering Mechanics,2012,29(12):114-120.
    [85]ZHANG T,XIA H,GUO W W.Analysis on Running Safety of Train on Bridge with Wind Barriers Subjected to Cross Wind[J].Wind and Structures,2013,17(2):203-225.
    [86]李永乐,向活跃,廖海黎.基于风-车-桥(线)耦合振动的风屏障防风效果研究[J].土木工程学报,2014,47(3):97-102.LI Yong-le,XIANG Huo-yue,LIAO Hai-li.Study on Wind Shielding Effect of Wind Screens Based on Coupling Vibration Theory of Wind-vehicle-bridge(Lines)Systems[J].China Civil Engineering Journal,2014,47(3):97-102.
    [87]ZHANG N,GE G,XIA H,et al.Dynamic Analysis of Coupled Wind-train-bridge System Considering Tower Shielding and Triangular Wind Barriers[J].Wind and Structures,2015,21(3):311-329.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700