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.edu.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：Traffic Induced Vibrations in Buildings,1999-2001.
比利时政府-中国科技部政府间合作项目：Railway Traffic Induced Vibrations in the Environment,2005-2006.
比利时政府-中国科技部政府间合作项目：Reducing environmental impact of vibrations from metro trains and assessing the structural safety of railway bridges,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]Xia He, Chen Yingju. Advanced in Structural Engineering, Beijing:China Railway Publishing House, 1995.
[4]Xia He, Zheng Jianjun. Modern Concrete Composite and Infrastructures, The Netherlands, Delft University Press, 2000.
[5]Xia He, De Roeck G. Traffic Induced Vibrations and Controls, Beijing, NJTU press, 2001.
[6]Xia He, Takemiya H. Environmental Vibrations: Prediction, Monitoring, Mitigation and Evaluation, Beijing, Science press, 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, Xia He. Dynamic Responses of High-Speed Railway Bridges Under Earthquakes, Chaper 4, In: Takumi Miura and Yuuki Ikeda ed. Earthquake Engineering: New Research, Newyork: Nova Science, 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]Xia He, De Roeck G. System identification of mechanical structures by a high-order multivariate autoregressive model. Computers & Structures, 1997, 64(1-4): 341-351.
[2] Xia, He, Xu, Y.L. and Chan, T.H.T. Dynamic interaction of long suspension bridges with running trains, Journal of Sound & Vibration, 2000, 237(2): 263-280.
[3] Xia He, De Roeck G, Zhang H R, Zhang N. Dynamic analysis of train-bridge system and its application in steel girder reinforcement. Computers & Structures, 2001, 79: 1851-1860.
[4] Xia He, De Roeck G, Zhang Nan, Maeck J. Dynamic analysis of high speed railway bridge under articulated trains. Computers & Structures, 2003, 81: 2467-2478.
[5] Xia He, Zhang Nan, De Roeck G. Experimental analysis of high speed railway bridge under Thalys trains. Journal of Sound & Vibration, 2003, 268: 103-113.
[6] Xia He, Zhang Nan. Dynamic analysis of railway bridge under high speed trains, Computers & Structures, Vol.83, No.1-4, 2005, 1891-1901
[7] Xia He, Zhang Nan. Experimental Analysis of Railway Bridge Under High Speed Trains, Journal of Sound & Vibration, 2005, 282(2): 517-528.
[8] Xia H, et al. Experimental study of train-induced vibrations of environments and buildings, Journal of Sound & Vibration, 2005, 280, 1017-1029
[9] Xia He, Guo Weiwei. Analysis of Resonance Mechanism and Conditions of Train-Bridge System, Journal of Sound & Vibration, 2006, 297(2): 810-822.
[10] Xia He, Han Yan, Guo Weiwei. Dynamic analysis of train-bridge system subjected to non-uniform seismic excitations, Journal of Earthquake Engineering & Structural Dynamics, 2006, (35):1563-1579.
[11] Xia He. Numerical analysis of vibration effects of metro trains on surrounding environment, International Journal of Structural Stability and Dynamics, 2007, 7(1): 154-166.
[12] Xia He. Dynamic response of railway suspension bridge under moving trains. Scientia Iranica, 2007, 14(5): 285-394.
[13] Xia He, Cao Yanmei, De Roeck G. and Degrande G. Environmental problems of vibrations induced by railway traffic, Frontiers of Architecture and Civil Engineering in China, 2007, 2: 142-152.
[14] Xia He, Zhang Nan. Dynamic analysis of a train-bridge system under wind action, Computers & Structures, 2008, 86: 1845-1855
[15] Xia He, Guo Weiwei. Lateral dynamic interaction analysis of a train-girder-pier system, Journal of Sound & Vibration, 2008 (318):927-942.
[16] Xia H. et al. Experimental investigation of railway train-induced vibrations of surrounding ground and nearby multi-story buildings, Journal of Earthquake Engineering and Engineering Vibration, 8(1), 2009, 137-148.
[17] Xia H, et al. Dynamic interaction analysis of a LIM train and elevated bridge system, Mechanical Science and Technology, 2009, 23(3): 3257-3270.
[18] Xia H. et al. Theoretical modeling and characteristic analysis of moving-train induced ground vibrations. Journal of Sound & Vibration, 2010 (329): 819-832.
[19] Xia H, et al. Experimental study of train-induced structural and environmental vibrations of rail transit elevated bridge with ladder tracks. Journal of Rail and Rapid Transit, 2010, 224, (in press).
[20] Xia H. et al. Dynamic analysis of rail transit elevated bridge with ladder track, Frontiers of Architecture and Civil Engineering in China, 2009, 3(1): 2-8.
[21] Xia H. et al.. Running train induced vibrations and noises of elevated railway structures and their influences on environment, Frontiers of Architecture and Civil Engineering in China, 2009, 3(1): 9-17.
[22] Xia H, Cao YM, De Roeck G. and Degrande G. Environmental problems of vibrations induced by railway traffic, Frontiers of Architecture and Civil Engineering in China, 2007, 2: 142-152.
[23] Guo W.W., .Xu Y.L, Xia H, Zhang W.S., Shum K.M.. Dynamic Response of Suspension Bridge to Typhoon and Trains II: Numerical Results. Journal of Structural Engineering, ASCE, 2007, 133(1), 12-21.
[24] Guo W.W., Xia He. Dynamic response of a long suspension bridge and running safety of a train under wind action, Frontiers of Architecture and Civil Engineering in China, 2007, 1: 71-79.
[25] Cao YM, Xia H, et al. Solution of moving-load-induced soil vibrations based on the Betti–Rayleigh Dynamic Reciprocal Theorem. Soil Dynamics and Earthquake Engineering, 2010, 30, (in press).
[26] Xu, Y.L., Xia, H and Yan, Q.S. Dynamic response of suspension bridge to high wind and running train, Journal of Bridge Engineering, ASCE, 2003, 8(1): 46-55.
[27] Xu, Y.L., Zhang, N, and Xia, H. Vibration of coupled train and cable-stayed bridge systems in cross winds, Engineering Structures, 2004, 26(10): 1389-1406.
[28] Xu Youlin, Guo Weiwei, Chen J., Shum K.M., Xia He. Dynamic response of suspension bridge to typhoon and trains. I: Field measurement results, Journal of Structural Engineering, ASCE, 2007, 133(1): 3-11.
[29] Zhang Nan, Xia He, Vehicle-bridge vibration analysis under high-speed trains. Journal of Sound & Vibration, 2008, 268: 103-113.
[30] Zhang Nan, Xia He, a vehicle-bridge linear interacted model and its validation. International Journal of Structural Stability and Dynamics, 2010, 9(2): (in press)
[31] Zhang Nan, Xia He, Vehicle-bridge vibration analysis under high-speed trains. Journal of Civil Engineering & Architecture, 2009, 3(3): 31-38.
[32] Zakeri J.A and Xia H. Sensitivity analysis of track parameters on train-track dynamic interaction, Mechanical Science and Technology, 2008, 22(3):1299-1304.
[33] Zakeri J.A and Xia H. Application of 2D-infinite beam elements in dynamic analysis of train-track interaction, Mechanical Science and Technology, 2009, 23(3):1415-1421.
国际学术会议：
[1] Dynamic response of a flexible arch stiffened truss bridges under train loads, Proc. of EASEC-3, 1991.4
[2] Interaction of Train and a Flexible Arch Stiffened Steel Truss Bridge During Earthquakes, 1992.10, Proc. of JSSC-4, Tokyo, Japan, pp763-770.
[3] Multivariate AR Model and its Application to Modal Parameter Identification of Structures, 1993.7, Structural Dynamics, Balkema Publisher, EURODYN-93, Norway, pp811-817.
[4] Dynamic Reliability of Train-Bridge System Under Wind Action by Stochastic Extreme Analysis, 1993.9, Proc. EASEC-4, Seoul, Korea, pp2063-2068
[5] Bridge Vibration Control for Train Safety Under Intense Earth-quakes1993.9, Proc. EASEC-4, Seoul, Korea, pp1709-1714
[6] Modal Analysis of Structures by High-Order Multivariate Auto-Regressive Model, 1994.7, Advances in Computational Mechanics, Civil-Comp Press, Scotland, pp199-206.
[7] Numerical Aseismic Analysis of Grade-Separation Structures, 1994.12, Proc. of Int. Conference on Computer Methods in Structural and Geotechnical Engineering, Hong Kong, pp1331-1336
[8] Nonlinear Constructive Relation Considering Plastic Shearing Deformation, 1994.12, Proc. of Int. Conference on Computer Methods in Structural and Geotechnical Engineering, Hong Kong, pp836-841
[9] Stochastic Vibration Analysis of Train-Bridge System, 1995.7, Proc. EASEC-5, Wollongong, Australia, pp1123-1128
[10] Evaluation on Urban Bridge Aseismic Design, 1995.7, Proc. EASEC-5, Wollongong, Australia, pp497-1502
[11] Dynamic Analysis of Steel Truss Bridges Under Moving Train Loads, 1995.9, Advances in Structural Engineering, China Railway Publishing House, pp48-54.
[12] A Study of Vibration Effects of Underground Trains Upon Surrounding Environments, 1995.9, Advances in Structural Engineering, China Railway Publishing House, pp116-122.
[13] Study on Dynamic Damage Mechanism of RC Piers,1995.9, Advances in Structural Engineering, China Railway Publishing House,pp143-149.
[14] Computer Simulation and Scheme Optimization of Deep Excavation Process (in Chinese)， Proc. 6th Annual Conference on Computer Application, China Environment Press, 1995.10, pp112-116.
[15] Dynamic Analysis of Vehicle-Track-Bridge System,1995.12,《Bridges into the 21st Century》, Proc. HKCEC, Hong Kong, pp1142-1147.
[16] Intelligent Transportation System and Its Research, 1996.7, Proc. ISTATTSE, Beijing, China Railway Publishing House, pp437-441.
[17] Stochastic Responses of Soil-Building Systems to Seismic Excitations, 1996.7, Proc. ISTATTSE, Beijing, China Railway Publishing House, pp460-470
[18] Dynamic analysis of train-bridge system under random excitations, Proc. 4th SSD98, Notre Dame, USA, 1998.8, 535-541.
[19] Theoretical and Experimental Study of Steel Plate Girder Reinforcement, Proc. 5th ISSEYE, Shenyang, China, 1998.8, 374-379.
[20] Generation of Artificial Earthquake Waves by Time Series Method, Proc. 5th ISSEYE, Shenyang, China, 1998.8, 195-203.
[21] Lateral Vibration of Steel Plate Bridges and Their Reinforcement，Proc. of the 13th Annual Conference of the China Civil Engineering Society, 1998.1，pp847-852.
[22] Vibration Effects of Rail Transit System on Surrounding Environment，’98 Beijing International Conference on Modern Urban Rail Transit Engineering, 1998.10.
[23] Dynamic Behaviour of Railway Bridges Under Random Loads and Running Safety of Vehicles，The 2nd Sino-US Symposium on the Development of Numerical Mechanics in Structural Engineering，1998.11
[24] Dynamic Responses of Long Suspension Bridges Under Running Trains, Proc. 5th Conference on Railway Transportation, 2000.2, Dehran, Iran
[25] Dynamic Response of Train-Suspension Bridge Under High Wind Action, Proc. TIVC’2001, Beijing, 2001, 231-238.
[26] Experimental Study on Train-Induced Vibrations of Environments and Buildings, Proc. MCCI’2000, 2000, 115-121.
[27] Traffic-Induced Vibrations and Their Influences on Surrounding Environments, Proc. MCCI’2000, 2000, 123-130.
[28] Characteristics of Traffic Induced Vibrations and Their Effects on Environments, Proc. TIVC’2001, 2001, 83-90.
[29] Proceedings of the Conference on Traffic and Transportation Studies, ICTTS Jul 31-Aug 2, 2000, Sponsored by: CAST ASCE p 971-976
[30] Dynamic responses of railway bridges under high speed trains, Advances in Structural Dynamics, Vols I & II, 561-568, 2000
[31] Traffic-induced ground vibrations and their influences on nearby buildings, Advances in Life and Environment, 59-66, 2001
[32] Problems of railway bridges induced by raising train speed and their treatment, ISSST2002.
[33] Safety and serviceability analysis of high speed railway bridge under thalys trains, ISSST2002.
[34] Dynamic responses of Wuhan Tianxingzhou long Suspension Bridge Scheme under running trains, ISSST2002
[35] Effect of running train induced vibrations on permafrost environment, ISSST2002
[36] Dynamic Experiment and Analysis of A High Speed Railway Bridge Under Thalys Trains, ISEV2003, 392-401.
[37] Dynamic Analysis Of Cable-Stayed Bridge Subjected To Running Trains And Earthquakes ,ISEV2003, 242-251.
[38] Traffic-Induced Environmental Vibrations and Their Influences on Surrounding Buildings, ISEV2002, 230-241.
[39] Dynamic Responses of Steel Girders Under Speed-up Trains and Their Influences on Running Safety of Trains, ISSST2004, Vol.4, 436-442.
[40] Dynamic Responses of Cable-Stayed Bridge and Running safety of Trains under Turbulent Wind, SSST2004, Vol.4, 393-399
[41] Metro Train-Induced Vibrations of Surrounding Ground and Building, ISSST2004. Vol.4, 400-413.
[42] Dynamic Responses of Long Suspension Bridges and Running Safety of Trains under Wind Action, ISSST2004, Vol.4, 1937-1944.
[43] Running Safety of Trains on Half-through Arch Bridge during Earthquake, ISSST2004, Vol.4, 1945-1951.
[44] Safety Evaluation for Foundations of Existing Railway Bridges, ISSST2004, Vol.4, 1952-1958.
[45] Lateral Vibrations of Bridge Piers and Influences on Running Safety of Trains. ISSST2004, Vol.4, 1959-1963.
[46] Theoretical and experimental study of railway bridges under high-speed trains, EE-21C. Aug.27-31, 2005, Skopje, T4, 1-8
[47] Experimental study of railway bridges under high speed trains, EURODYN, Sep. 4-7, 2005, Paris, 1083-1088
[48] Dynamic analysis of train-bridge systems under wind action , CSEEC, Sep.1-3, Rome, 1-14.
[49] Traffic induced vibrations of ground environments and buildings, ISEV2005, Sep.20-22, Okayama, 529-539.
[50] Analysis of railway continuous bridges subjected to running trains and non-uniform seismic excitations, ISEV2005, Sep.20-22, Okayama, 211-219
[51] Damage evaluation of bridge foundations considering subsoil properties, ISEV2005, Sep.20-22, Okayama, 271-277
[52] Propagation of ground vibrations induced by moving trains, ISEV2005, Sep.20-22, Okayama, 311-316
[53] Experimental study of moving train induced vibrations of a high-rise building, ISEV2005, Sep.20-22, Okayama, 541-546
[54] Running safety analysis of trains passing on bridges during earthquakes, ISISS2005, Nov.20-22, Nanjing, 1399-1410
[55] Resonance analysis of railway bridge induced by moving trains, APSS 2005, Nov.4-7, Shaoxing, 831-836
[56] Xia He. Analysis of metro train induced ground vibrations and their influence on the safety of nearby buildings. The Fifth International Symposium on Safety Science and Technology, p2091-2096.
[57] Han Yan, XIA He. Running safety of trains on rigid frame bridge during earthquakes. The Fifth International Symposium on Safety Science and Technology, p1899-1903..
[58] Xia He. Running train induced vibrations and noises of elevated railway structures and their influences on the environment, Third International Symposium on Environmental Vibration, Taipei: 27-46.
[59] Xia He. Resonance analysis of multi-span simple-girder bridges under high-speed trains, Second International Conference on Structural Condition Assessment, Monitoring and Improvement, Changsha, 1389-1395
[60] Xia He. Analysis of vibration reduction effect of Ladder track on rail transit viaduct. International Symposium on Innovation and Sustainability of Structures in Civil Engineering, Shanghai, 1419-1427
[61] Guo Weiwei, Xia He. Dynamic response of a long suspension bridge and running safety of a train under wind action, Frontiers of Architecture and Civil Engineering in China, 2007, 1: 71-79.
[62] Guo Weiwei, Xia He. Dynamic analysis of train-bridge system subjected to cross wind, Third International Symposium on Environmental Vibration, Taipei: 381-386.
[63] Zhang Nan, Xia He. Spectrum and sensitivity analysis of vehicle-bridge interaction systems, Third International Symposium on Environmental Vibration, Taipei: 357-362.
[64] Zhang Nan, Xia He. Comfort analysis of the new Guangzhou railway station, Second International Conference on Structural Condition Assessment, Monitoring and Improvement, Changsha.
[65] Zhan Jiawang, Xia He. Sensitivity study of vibration characteristics of bridge piers to structural damages, Third International Symposium on Environmental Vibration, Taipei: 567-572.
[66] Zhan Jiawang, Xia He. Study on applicability of residual free-vibration method in measuring natural frequencies of railway piers, Second International Conference on Structural Condition Assessment, Monitoring and Improvement, Changsha.
[67] Wei Pengbo, Xia He. Validation of an empirical prediction model for train-induced ground vibrations, Third International Symposium on Environmental Vibration, Taipei: 185-190.
[68] Yao Jinbao, Xia He. Study on dynamic response laws of building under train action, Third International Symposium on Environmental Vibration, Taipei: 210-215.
[69] Chen Jianguo , Xia He. Experimental study of train-induced vibrations of near-railway buildings, Third International Symposium on Environmental Vibration, Taipei: 450-455.
[70] Chen Shangyou, Xia He. A transient data-based sensitivity method for bridge damage detection. International Symposium on Innovation and Sustainability of Structures in Civil Engineering, Shanghai, 1402-1410.
[71] Gu Xuhua, Xia He. Analysis of dynamic response and vehicle running safety in LIM train-bridge system. International Symposium on Innovation and Sustainability of Structures in Civil Engineering, 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。
