Coupling Vibration Simulation of Long-Span Continuous Beam Bridge on Passenger Dedicated Railway

DAHLBERG T.Vehicle-bridge interaction[J].Vehicle System Dynamics,1984,13 (1):187-206.[2] DIANA G,CHELI F.Dynamic interaction of railway systems with large bridges[J].Vehicle System Dynamics,1989,18(1):71-106.[3] 蔡成标.高速铁路列车-线路-桥梁耦合振动理论及应用研究[D].成都:西南交通大学牵引动力国家重点实验室,2004.[4] 翟婉明,蔡成标,王开云.高速列车-轨道-桥梁动态相互作用原理及模型[J].土木工程学报,2005,38(11):132-137.ZHAI Wanming,CAI Chengbiao,WANG Kaiyun.Mechanism and model of high-speed train-track-bridge dynamic interaction[J].China Civil Engineering Journal,2005,38(11):132-137.[5] 李小珍,强士中.大跨度公铁两用斜拉桥车桥动力分析[J].振动与冲击,2003,22(1):6-9.LI Xiaozhen,QIANG Shizhong.Vehicle-bridge dynamic analysis for long span highway and railway bi-purpose cable-stayed bridge[J].Journal of Vibration and Shock,2003,22 (1):6-9.[6] 夏禾.车辆与结构动力相互作用[M].北京:科学出版社,2002:118-134.[7] 刘延柱,洪嘉振,杨海兴.多刚体系统动力学[M].北京:高等教育出版社,1989:1-5.[8] 洪嘉振.计算多体系统动力学[M].北京:高等教育出版社,1999:1-12.[9] 李小珍,张黎明,张洁.公路桥梁与车辆耦合振动研究现状与发展趋势[J].工程力学,2008,25(3):230-240.LI Xiaozhen,ZHANG Liming,ZHANG Jie.State-of-the-art review and trend of studies on coupling vibration for vehicle and highway bridge system[J].Engineering Mechanics,2008,25(3):230-240.[10] 缪炳荣,张卫华,肖守讷,等.基于多体动力学和有限元法的车体结构疲劳寿命仿真[J].铁道学报,2007,29(4):38-42.MIAO Bingrong,ZHANG Weihua,XIAO Shoune,et al.Carbody fatigue life simulation based on multibody dynamics and FEM[J].Journal of The China Railway Society,2007,29(4):38-42.[11] DIETZ S,HIPPMANN G,SCHUPP G.Interaction of vehicles and flexible tracks by co-simulation of muhibody vehicle systems and finite element track models[J].Vehicle System Dynamics Supplement,2003,37 (Sup.):372-384.[12] 刘晶波,杜秀力.结构动力学[M].北京:机械工业出版社,2004:78-81.[13] KALKER J J.A fast algorithm for the simplified theory of rolling contact[J].Vehicle System Dynamics,1982,11 (1):1-13.[14] GUYAN R J.Reduction of stiffness and mass matrices[J].American Institute of Aeronautics and Astronautics Journal,1965,13(2):1133-1145.