基本信息姓名：夏禾毕业院校：北方交通大学性别：男民族：汉族职称：教授办公电话：51683340通讯地址：北方交通大学土木建筑工程学院电子邮件：hxia@center.njtu.e.cn个人简历1978-1982年在北方交通大学铁道建筑系学习，获学士学位；1982-1984年在北方交通大学土木建筑系学习，获硕士学位；1984年起在北方交通大学工作，1992年任副教授，1993年起任教授，1997年起任博士生导师；1989-1990年在比利时鲁汶大学访问学者；1999年7-9月、2000年8-9月在香港理工大学客座研究员；2002年7-10月在日本铁路技术综合研究所高级访问学者；2007年7-10月在澳大利亚新南威尔士大学客座研究员；1997年12月-2003年1月任北方交通大学土木建筑工程学院院长；2002年10月-2007年12月任北方交通大学一级特聘教授；2008年1月起任北京交通大学二级教授。研究领域夏禾教授长期从事桥梁振动及结构动力可靠性理论与应用的研究：关于车桥动力相互作用机理的研究成果已经在秦沈客运专线的桥梁设计和铁路提速桥梁加固等工程中应用，取得了良好的经济效益；与香港理工大学合作研究强风作用下大跨度悬索桥的行车安全与控制，与比利时鲁汶大学合作在欧洲进行了高速铁路桥梁试验，为我国大跨度桥梁及高速铁路桥梁的动力设计取得了重要的经验。有关交通系统引起的环境振动及其控制、城市立交桥抗震设计等方面的成果已直接用于国家及首都的经济建设。科研项目教育部博士点基金城市交通系统对环境的振动影响及其对策研究铁道部秦沈客运专线综合试验科技攻关项目：桥梁动力性能综合试验国家自然科学基金重点项目城市轨道交通引起的环境振动及防治对策研究国家自然科学基金强地震/强风作用下长大跨度桥梁的空间动力效应及行车安全控制研究国家自然科学基金强风作用下大跨度悬索桥的动力响应及行车安全控制研究国家自然科学基金地震作用下高速铁路桥梁的动力响应及行车安全控制研究国家自然科学基金城市轨道交通引起的环境振动及其控制对策研究铁道部大跨度公铁两用桥车桥耦合振动分析理论及计算模型研究铁道部既有线提速钢梁桥加固技术试验研究—钢桁梁桥加固研究铁道部既有线提速钢梁桥加固技术试验研究—钢板梁桥加固研究横向北京市城市铁路路基桥梁变形观测研究铁道部车-线-桥动力系统仿真软件开发研究北京市科委北京市城市铁路桥梁徐变控制研究铁道部京秦线常用跨度混凝土T梁200km/h提速加固车桥耦合动力分析研究铁道部既有铁路桥梁基础状态评定技术的研究铁道部高速铁路桥梁设计参数的研究北京市自然科学基金城市轨道交通系统引起的环境振动及其控制对策北京市自然科学基金城市轨道交通高架结构振动与噪声环境影响研究比利时政府-中国科技部政府间合作项目：TrafficIncedVibrationsinBuildings,1999-2001.比利时政府-中国科技部政府间合作项目：RailwayTrafficIncedVibrationsintheEnvironment,2005-2006.比利时政府-中国科技部政府间合作项目：Recingenvironmentalimpactofvibrationsfrommetrotrainsandassessingthestructuralsafetyofrailwaybridges,2008-2010.论文及著作专著和教材：[1]夏禾.车辆与结构动力相互作用,北京：科学出版社2002.[2]夏禾，张楠.车辆与结构动力相互作用,第二版，北京：科学出版社2005.[3]XiaHe,ChenYingju.AdvancedinStructuralEngineering,Beijing:ChinaRailwayPublishingHouse,1995.[4]XiaHe,ZhengJianjun.ModernConcreteCompositeandInfrastructures,TheNetherlands,DelftUniversityPress,2000.[5]XiaHe,DeRoeckG.TrafficIncedVibrationsandControls,Beijing,NJTUpress,2001.[6]XiaHe,TakemiyaH.EnvironmentalVibrations:Prediction,Monitoring,MitigationandEvaluation,Beijing,Sciencepress,2009.[7]夏禾，郭薇薇.直线电机轮轨交通高架结构.北京：中国科学技术出版社，2010.[8]Guoweiwei,XiaHe.DynamicResponsesofHigh-SpeedRailwayBridgesUnderEarthquakes,Chaper4,In:TakumiMiuraandYuukiIkedaed.EarthquakeEngineering:NewResearch,Newyork:NovaScience,2009.[9]夏禾.结构动力学，第6章,刘晶波主编，北京，机械工业出版社，2005.[10]夏禾.桥梁施工，第10章,许克宾主编，北京，中国建筑工业出版社，2005.[11]夏禾、郭薇薇，中国高速铁路桥梁，郑健主编，北京：高等教育出版社,2008.[12]夏禾，郭薇薇，大跨度桥梁：理论与应用，雷俊卿主编，北京：清华大学/北京交通大学出版社,2006. 国际学术刊物：[1]XiaHe,DeRoeckG.Systemidentificationofmechanicalstructuresbyahigh-ordermultivariateautoregressivemodel.Computers&Structures,1997,64(1-4):341-351.[2]Xia,He,Xu,Y.L.andChan,T.H.T.Dynamicinteractionoflongsuspensionbridgeswithrunningtrains,JournalofSound&Vibration,2000,237(2):263-280.[3]XiaHe,DeRoeckG,ZhangHR,ZhangN.Dynamicanalysisoftrain-bridgesystemanditsapplicationinsteelgirderreinforcement.Computers&Structures,2001,79:1851-1860.[4]XiaHe,DeRoeckG,ZhangNan,MaeckJ.Dynamicanalysisofhighspeedrailwaybridgeunderarticulatedtrains.Computers&Structures,2003,81:2467-2478.[5]XiaHe,ZhangNan,DeRoeckG.ExperimentalanalysisofhighspeedrailwaybridgeunderThalystrains.JournalofSound&Vibration,2003,268:103-113.[6]XiaHe,ZhangNan.Dynamicanalysisofrailwaybridgeunderhighspeedtrains,Computers&Structures,Vol.83,No.1-4,2005,1891-1901[7]XiaHe,ZhangNan.ExperimentalAnalysisofRailwayBridgeUnderHighSpeedTrains,JournalofSound&Vibration,2005,282(2):517-528.[8]XiaH,etal.Experimentalstudyoftrain-incedvibrationsofenvironmentsandbuildings,JournalofSound&Vibration,2005,280,1017-1029[9]XiaHe,GuoWeiwei.AnalysisofResonanceMechanismandConditionsofTrain-BridgeSystem,JournalofSound&Vibration,2006,297(2):810-822.[10]XiaHe,HanYan,GuoWeiwei.Dynamicanalysisoftrain-bridgesystemsubjectedtonon-uniformseismicexcitations,JournalofEarthquakeEngineering&StructuralDynamics,2006,(35):1563-1579.[11]XiaHe.Numericalanalysisofvibrationeffectsofmetrotrainsonsurroundingenvironment,InternationalJournalofStructuralStabilityandDynamics,2007,7(1):154-166.[12]XiaHe.Dynamicresponseofrailwaysuspensionbridgeundermovingtrains.ScientiaIranica,2007,14(5):285-394.[13]XiaHe,CaoYanmei,DeRoeckG.andDegrandeG.Environmentalproblemsofvibrationsincedbyrailwaytraffic,FrontiersofArchitectureandCivilEngineeringinChina,2007,2:142-152.[14]XiaHe,ZhangNan.Dynamicanalysisofatrain-bridgesystemunderwindaction,Computers&Structures,2008,86:1845-1855[15]XiaHe,GuoWeiwei.Lateraldynamicinteractionanalysisofatrain-girder-piersystem,JournalofSound&Vibration,2008(318):927-942.[16]XiaH.etal.Experimentalinvestigationofrailwaytrain-incedvibrationsofsurroundinggroundandnearbymulti-storybuildings,JournalofEarthquakeEngineeringandEngineeringVibration,8(1),2009,137-148.[17]XiaH,etal.DynamicinteractionanalysisofaLIMtrainandelevatedbridgesystem,MechanicalScienceandTechnology,2009,23(3):3257-3270.[18]XiaH.etal.Theoreticalmodelingandcharacteristicanalysisofmoving-trainincedgroundvibrations.JournalofSound&Vibration,2010(329):819-832.[19]XiaH,etal.Experimentalstudyoftrain-incedstructuralandenvironmentalvibrationsofrailtransitelevatedbridgewithladdertracks.JournalofRailandRapidTransit,2010,224,(inpress).[20]XiaH.etal.Dynamicanalysisofrailtransitelevatedbridgewithladdertrack,FrontiersofArchitectureandCivilEngineeringinChina,2009,3(1):2-8.[21]XiaH.etal..Runningtrainincedvibrationsandnoisesofelevatedrailwaystructuresandtheirinfluencesonenvironment,FrontiersofArchitectureandCivilEngineeringinChina,2009,3(1):9-17.[22]XiaH,CaoYM,DeRoeckG.andDegrandeG.Environmentalproblemsofvibrationsincedbyrailwaytraffic,FrontiersofArchitectureandCivilEngineeringinChina,2007,2:142-152.[23]GuoW.W.,.XuY.L,XiaH,ZhangW.S.,ShumK.M..DynamicResponseofSuspensionBridgetoTyphoonandTrainsII:NumericalResults.JournalofStructuralEngineering,ASCE,2007,133(1),12-21.[24]GuoW.W.,XiaHe.Dynamicresponseofalongsuspensionbridgeandrunningsafetyofatrainunderwindaction,FrontiersofArchitectureandCivilEngineeringinChina,2007,1:71-79.[25]CaoYM,XiaH,etal.Solutionofmoving-load-incedsoilvibrationsbasedontheBetti–RayleighDynamicReciprocalTheorem.SoilDynamicsandEarthquakeEngineering,2010,30,(inpress).[26]Xu,Y.L.,Xia,HandYan,Q.S.Dynamicresponseofsuspensionbridgetohighwindandrunningtrain,JournalofBridgeEngineering,ASCE,2003,8(1):46-55.[27]Xu,Y.L.,Zhang,N,andXia,H.Vibrationofcoupledtrainandcable-stayedbridgesystemsincrosswinds,EngineeringStructures,2004,26(10):1389-1406.[28]XuYoulin,GuoWeiwei,ChenJ.,ShumK.M.,XiaHe.Dynamicresponseofsuspensionbridgetotyphoonandtrains.I:Fieldmeasurementresults,JournalofStructuralEngineering,ASCE,2007,133(1):3-11.[29]ZhangNan,XiaHe,Vehicle-bridgevibrationanalysisunderhigh-speedtrains.JournalofSound&Vibration,2008,268:103-113.[30]ZhangNan,XiaHe,avehicle-bridgelinearinteractedmodelanditsvalidation.InternationalJournalofStructuralStabilityandDynamics,2010,9(2):(inpress)[31]ZhangNan,XiaHe,Vehicle-bridgevibrationanalysisunderhigh-speedtrains.JournalofCivilEngineering&Architecture,2009,3(3):31-38.[32]ZakeriJ.AandXiaH.Sensitivityanalysisoftrackparametersontrain-trackdynamicinteraction,MechanicalScienceandTechnology,2008,22(3):1299-1304.[33]ZakeriJ.AandXiaH.Applicationof2D-infinitebeamelementsindynamicanalysisoftrain-trackinteraction,MechanicalScienceandTechnology,2009,23(3):1415-1421.国际学术会议：[1]Dynamicresponseofaflexiblearchstiffenedtrussbridgesundertrainloads,Proc.ofEASEC-3,1991.4[2]InteractionofTrainandaFlexibleArchStiffenedSteelTrussBridgeDuringEarthquakes,1992.10,Proc.ofJSSC-4,Tokyo,Japan,pp763-770.[3]MultivariateARModelanditsApplicationtoModalParameterIdentificationofStructures,1993.7,StructuralDynamics,BalkemaPublisher,EURODYN-93,Norway,pp811-817.[4]DynamicReliabilityofTrain-BridgeSystemUnderWindActionbyStochasticExtremeAnalysis,1993.9,Proc.EASEC-4,Seoul,Korea,pp2063-2068[5]BridgeVibrationControlforTrainSafetyUnderIntenseEarth-quakes1993.9,Proc.EASEC-4,Seoul,Korea,pp1709-1714[6]ModalAnalysisofStructuresbyHigh-OrderMultivariateAuto-RegressiveModel,1994.7,AdvancesinComputationalMechanics,Civil-CompPress,Scotland,pp199-206.[7]NumericalAseismicAnalysisofGrade-SeparationStructures,1994.12,Proc.ofInt.ConferenceonComputerMethodsinStructuralandGeotechnicalEngineering,HongKong,pp1331-1336[8]NonlinearConstructiveRelationConsideringPlasticShearingDeformation,1994.12,Proc.ofInt.ConferenceonComputerMethodsinStructuralandGeotechnicalEngineering,HongKong,pp836-841[9]StochasticVibrationAnalysisofTrain-BridgeSystem,1995.7,Proc.EASEC-5,Wollongong,Australia,pp1123-1128[10]EvaluationonUrbanBridgeAseismicDesign,1995.7,Proc.EASEC-5,Wollongong,Australia,pp497-1502[11]DynamicAnalysisofSteelTrussBridgesUnderMovingTrainLoads,1995.9,AdvancesinStructuralEngineering,ChinaRailwayPublishingHouse,pp48-54.[12]AStudyofVibrationEffectsofUndergroundTrainsUponSurroundingEnvironments,1995.9,AdvancesinStructuralEngineering,ChinaRailwayPublishingHouse,pp116-122.[13]StudyonDynamicDamageMechanismofRCPiers,1995.9,AdvancesinStructuralEngineering,ChinaRailwayPublishingHouse,pp143-149.[14]ComputerSimulationandSchemeOptimizationofDeepExcavationProcess(inChinese)，Proc.6thAnnualConferenceonComputerApplication,ChinaEnvironmentPress,1995.10,pp112-116.[15]DynamicAnalysisofVehicle-Track-BridgeSystem,1995.12,《Bridgesintothe21stCentury》,Proc.HKCEC,HongKong,pp1142-1147.[16]IntelligentTransportationSystemandItsResearch,1996.7,Proc.ISTATTSE,Beijing,ChinaRailwayPublishingHouse,pp437-441.[17]StochasticResponsesofSoil-BuildingSystemstoSeismicExcitations,1996.7,Proc.ISTATTSE,Beijing,ChinaRailwayPublishingHouse,pp460-470[18]Dynamicanalysisoftrain-bridgesystemunderrandomexcitations,Proc.4thSSD98,NotreDame,USA,1998.8,535-541.[19]TheoreticalandExperimentalStudyofSteelPlateGirderReinforcement,Proc.5thISSEYE,Shenyang,China,1998.8,374-379.[20]GenerationofArtificialEarthquakeWavesbyTimeSeriesMethod,Proc.5thISSEYE,Shenyang,China,1998.8,195-203.[21]LateralVibrationofSteelPlateBridgesandTheirReinforcement，Proc.ofthe13thAnnualConferenceoftheChinaCivilEngineeringSociety,1998.1，pp847-852.[22]VibrationEffectsofRailTransitSystemonSurroundingEnvironment，’98BeijingInternationalConferenceonModernUrbanRailTransitEngineering,1998.10.[23]DynamicBehaviourofRailwayBridgesUnderRandomLoadsandRunningSafetyofVehicles，The2ndSino-USSymposiumontheDevelopmentofNumericalMechanicsinStructuralEngineering，1998.11[24]DynamicResponsesofLongSuspensionBridgesUnderRunningTrains,Proc.5thConferenceonRailwayTransportation,2000.2,Dehran,Iran[25]DynamicResponseofTrain-SuspensionBridgeUnderHighWindAction,Proc.TIVC’2001,Beijing,2001,231-238.[26]ExperimentalStudyonTrain-IncedVibrationsofEnvironmentsandBuildings,Proc.MCCI’2000,2000,115-121.[27]Traffic-IncedVibrationsandTheirInfluencesonSurroundingEnvironments,Proc.MCCI’2000,2000,123-130.[28]CharacteristicsofTrafficIncedVibrationsandTheirEffectsonEnvironments,Proc.TIVC’2001,2001,83-90.[29]ProceedingsoftheConferenceonTrafficandTransportationStudies,ICTTSJul31-Aug2,2000,Sponsoredby:CASTASCEp971-976[30]Dynamicresponsesofrailwaybridgesunderhighspeedtrains,AdvancesinStructuralDynamics,VolsI&II,561-568,2000[31]Traffic-incedgroundvibrationsandtheirinfluencesonnearbybuildings,AdvancesinLifeandEnvironment,59-66,2001[32]Problemsofrailwaybridgesincedbyraisingtrainspeedandtheirtreatment,ISSST2002.[33]Safetyandserviceabilityanalysisofhighspeedrailwaybridgeunderthalystrains,ISSST2002.[34]DynamicresponsesofWuhanTianxingzhoulongSuspensionBridgeSchemeunderrunningtrains,ISSST2002[35]Effectofrunningtrainincedvibrationsonpermafrostenvironment,ISSST2002[36]DynamicExperimentandAnalysisofAHighSpeedRailwayBridgeUnderThalysTrains,ISEV2003,392-401.[37]DynamicAnalysisOfCable-StayedBridgeSubjectedToRunningTrainsAndEarthquakes,ISEV2003,242-251.[38]Traffic-IncedEnvironmentalVibrationsandTheirInfluencesonSurroundingBuildings,ISEV2002,230-241.[39]DynamicResponsesofSteelGirdersUnderSpeed-upTrainsandTheirInfluencesonRunningSafetyofTrains,ISSST2004,Vol.4,436-442.[40]DynamicResponsesofCable-StayedBridgeandRunningsafetyofTrainsunderTurbulentWind,SSST2004,Vol.4,393-399[41]MetroTrain-IncedVibrationsofSurroundingGroundandBuilding,ISSST2004.Vol.4,400-413.[42]DynamicResponsesofLongSuspensionBridgesandRunningSafetyofTrainsunderWindAction,ISSST2004,Vol.4,1937-1944.[43]RunningSafetyofTrainsonHalf-throughArchBridgeringEarthquake,ISSST2004,Vol.4,1945-1951.[44]SafetyEvaluationforFoundationsofExistingRailwayBridges,ISSST2004,Vol.4,1952-1958.[45]LateralVibrationsofBridgePiersandInfluencesonRunningSafetyofTrains.ISSST2004,Vol.4,1959-1963.[46]Theoreticalandexperimentalstudyofrailwaybridgesunderhigh-speedtrains,EE-21C.Aug.27-31,2005,Skopje,T4,1-8[47]Experimentalstudyofrailwaybridgesunderhighspeedtrains,EURODYN,Sep.4-7,2005,Paris,1083-1088[48]Dynamicanalysisoftrain-bridgesystemsunderwindaction,CSEEC,Sep.1-3,Rome,1-14.[49]Trafficincedvibrationsofgroundenvironmentsandbuildings,ISEV2005,Sep.20-22,Okayama,529-539.[50]Analysisofrailwaycontinuousbridgessubjectedtorunningtrainsandnon-uniformseismicexcitations,ISEV2005,Sep.20-22,Okayama,211-219[51]Damageevaluationofbridgefoundationsconsideringsubsoilproperties,ISEV2005,Sep.20-22,Okayama,271-277[52]Propagationofgroundvibrationsincedbymovingtrains,ISEV2005,Sep.20-22,Okayama,311-316[53]Experimentalstudyofmovingtrainincedvibrationsofahigh-risebuilding,ISEV2005,Sep.20-22,Okayama,541-546[54]Runningsafetyanalysisoftrainspassingonbridgesringearthquakes,ISISS2005,Nov.20-22,Nanjing,1399-1410[55]Resonanceanalysisofrailwaybridgeincedbymovingtrains,APSS2005,Nov.4-7,Shaoxing,831-836[56]XiaHe.Analysisofmetrotrainincedgroundvibrationsandtheirinfluenceonthesafetyofnearbybuildings.TheFifthInternationalSymposiumonSafetyScienceandTechnology,p2091-2096.[57]HanYan,XIAHe.Runningsafetyoftrainsonrigidframebridgeringearthquakes.TheFifthInternationalSymposiumonSafetyScienceandTechnology,p1899-1903..[58]XiaHe.Runningtrainincedvibrationsandnoisesofelevatedrailwaystructuresandtheirinfluencesontheenvironment,ThirdInternationalSymposiumonEnvironmentalVibration,Taipei:27-46.[59]XiaHe.Resonanceanalysisofmulti-spansimple-girderbridgesunderhigh-speedtrains,SecondInternationalConferenceonStructuralConditionAssessment,MonitoringandImprovement,Changsha,1389-1395[60]XiaHe.AnalysisofvibrationrectioneffectofLaddertrackonrailtransitviact.InternationalSymposiumonInnovationandSustainabilityofStructuresinCivilEngineering,Shanghai,1419-1427[61]GuoWeiwei,XiaHe.Dynamicresponseofalongsuspensionbridgeandrunningsafetyofatrainunderwindaction,FrontiersofArchitectureandCivilEngineeringinChina,2007,1:71-79.[62]GuoWeiwei,XiaHe.Dynamicanalysisoftrain-bridgesystemsubjectedtocrosswind,ThirdInternationalSymposiumonEnvironmentalVibration,Taipei:381-386.[63]ZhangNan,XiaHe.Spectrumandsensitivityanalysisofvehicle-bridgeinteractionsystems,ThirdInternationalSymposiumonEnvironmentalVibration,Taipei:357-362.[64]ZhangNan,XiaHe.ComfortanalysisofthenewGuangzhourailwaystation,SecondInternationalConferenceonStructuralConditionAssessment,MonitoringandImprovement,Changsha.[65]ZhanJiawang,XiaHe.Sensitivitystudyofvibrationcharacteristicsofbridgepierstostructuraldamages,ThirdInternationalSymposiumonEnvironmentalVibration,Taipei:567-572.[66]ZhanJiawang,XiaHe.Studyonapplicabilityofresialfree-vibrationmethodinmeasuringnaturalfrequenciesofrailwaypiers,SecondInternationalConferenceonStructuralConditionAssessment,MonitoringandImprovement,Changsha.[67]WeiPengbo,XiaHe.Validationofanempiricalpredictionmodelfortrain-incedgroundvibrations,ThirdInternationalSymposiumonEnvironmentalVibration,Taipei:185-190.[68]YaoJinbao,XiaHe.Studyondynamicresponselawsofbuildingundertrainaction,ThirdInternationalSymposiumonEnvironmentalVibration,Taipei:210-215.[69]ChenJianguo,XiaHe.Experimentalstudyoftrain-incedvibrationsofnear-railwaybuildings,ThirdInternationalSymposiumonEnvironmentalVibration,Taipei:450-455.[70]ChenShangyou,XiaHe.Atransientdata-basedsensitivitymethodforbridgedamagedetection.InternationalSymposiumonInnovationandSustainabilityofStructuresinCivilEngineering,Shanghai,1402-1410.[71]GuXuhua,XiaHe.AnalysisofdynamicresponseandvehiclerunningsafetyinLIMtrain-bridgesystem.InternationalSymposiumonInnovationandSustainabilityofStructuresinCivilEngineering,Shanghai,111-118.其它学术论文：[1]车桥耦合系统在随机激励下的动力分析及其应用,工程力学,2002[2]大跨度悬索桥在风与列车荷载同时作用下的动力响应分析,铁道学报,2002[3]单室薄壁箱梁考虑偏载影响的活载加载计算分析,土木工程学报,2004[4]车桥耦合系统在随机激励下的动力分析及其应用,工程力学Vol.20,No.3,2003.5[5]提速列车作用下上承式钢板梁受迫振动实验研究,工程力学Vol.19,No.5,2002.10[6]车辆与结构动力相互作用,科学出版社,2005,专著[7]识别中低高度桥墩自振频率的冲击振动试验法，中国铁道科学，2008,29(1):31-35[8]运行列车对周围建筑物振动影响的试验研究,振动工程学报,2008,21(5):476-481[9]列车运行对周围地面振动影响的试验研究,岩土力学,2008,29(11):3113-3118[10]直线电机列车作用下高架桥的动力响应分析,中国铁道科学,28(4):55-60.[11]基于模态参数的桥墩结构损伤识别数值研究,中国安全科学学报,17(3):171-175.[12]车桥系统共振机理和共振条件分析,铁道学报,28(5):52-57.[13]斜拉桥在地震与列车荷载同时作用下的动力响应分析,工程力学，23(1):93-98[14]考虑非一致地震输入的车-桥系统动力响应分析,中国铁道科学,27(5):46-53[15]地震作用下列车过桥安全性分析,中国安全科学学报,7(7):24-30[16]运行列车引起高层建筑物振动的试验研究及数值分析，工程力学，23(11):182-186[17]风荷载作用下大跨度桥梁的动力响应及行车安全性分析,中国铁道科学,27(2):137-139[18]直线点电机列车—高架桥系统动力相互作用分析,都市快轨交通,19(1):44-48 指导研究生情况指导博士研究生24名（其中已获得学位13名）、硕士研究生31名，其中博士留学生2名、硕士留学生2名。博士论文：2000：JabbarAliZakeri，Computersimulationfordynamicsofrailwaytrackstructures2001：LezinSebaMinsili(Cameroon)，Passiveandactivevibrationcontrolofstructures:applicationtobridges2002：ZhangNan，Theoreticalanalysisandexperimentalstudyondynamicinteractionofhigh-speedrailwaybridgesandarticulatedtrains2002：SunZhuo，Two-stagedesignmethodforrailwaybridgesandaseismicmeasures2004：GuoWeiwei，Dynamicresponsesoflong-spanbridgesandrunningsafetyoftrainsunderwindaction2005：HanYan，Dynamicresponsesofhigh-speedrailwaybridgesandrunningsafetyofvehiclesringearthquakes2006：XinXuezhong，Dynamicanalysisoflong-spanPCcontinousbeam(rigidstructure)onbridge-traintime-varyingsystem2006：CaoYanmei，Theoreticalandexperimentalstudyontrain-incedvibrationsoffree-fieldandbuildings2006：ZhanJiawang，Soundnessevaluationandecperimentmethodstudiesonexistingrailwaypiers2007：YangFengli，Studyondesignmethodandparametersforseismicallyisolatedrailwaybridges2009：WeiPengbo，PredictionandAssessmentforUrbanTrain-incedEnvironmentalVibrations2009：ChenJianguo，PredictionandParametersResearchonViactTrain-incedEnvironmentalVibrations获得荣誉1992年获国家教委科技进步三等奖1997获国务院政府特殊津贴2003年获得中国铁道学会科学技术奖三等奖2005年获茅以升铁道科学技术奖2006年获得北京市科学技术奖三等奖2006年获得北京市优秀教学成果二等奖2006年获得中国铁道学会科学技术二等奖2008获得中国铁道学会科学技术三等奖2008年获得詹天佑成就奖2009年或国家科技进步二等奖2009年北京市优秀教师团体兼职国际桥梁与结构工程学会（IABSE）会员中国土木工程学会理事中国土木工程学会桥梁与结构工程分会理事全国高等学校土木工程专业指导委员会委员铁路特色（铁道工程）专业教学指导委员会副主任委员中国铁道学会铁道工程分会常务委员。 

沈昌祥      职称：教授   办公电话：51688241 简

胡俊    职称：副教授 学历：博士   办公邮箱：jhu1@bjtu.e.c

苗振江      职称：教授职务：系副主任 学历：博士  办

何永忠    职称：副教授 学历：博士     毕业学校：

姓名刘凯个人介绍刘凯(Prof.Liu,Kai)，男，1946年3月出生。担任香港物流协会顾问等多项社会兼职。主要研究方向：现代物流与供应链管理、现代物流系统分析与规划、运输生产

姓名刘军个人介绍刘军(Prof.Liu,Jun)，1967年2月出生，现任北京交通大学科技处处长。主要研究方向：信息技术在交通运输中的应用、电子商务。获北京市优秀青年骨干教师、北

姓名林柏梁个人介绍一、基本情况林柏梁，男，汉族，中共党员，1961年出生，浙江金华人。现为北京交通大学交通运输学院教授、博士生导师。现指导研究生12人，已有7人获硕士学位，1人获

姓名贾元华个人介绍贾元华(Prof.Jia,Yuanhua)，男，1962年5月出生，担任中国国际工程咨询公司后评价专家委员会副主任，北京交通大学科技发展中心工程咨询部主任。主要研究