博士生导师
硕士生导师
个人信息Personal Information
教师英文名称:ZHAO Chunfa
学历:博士研究生毕业
学位:工学博士学位
性别:男
主要任职:Professor
毕业院校:西南交通大学
学科:交通运输工程. 车辆工程. 载运工具运用工程
所在单位:轨道交通运载系统全国重点实验室
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高速铁路基础结构动态性能演变及服役安全的基础科学问题. 中国科学: 技术科学, 2014, 44(7): 645–660.
现代轨道交通工程科技前沿与挑战. 西南交通大学学报, 2016, 51(2): 209-226.
面向列车稳定舒适运行的磁浮交通车线动力学参数匹配设计. 前瞻科技, 2023, 2(4): 49-60.
磁浮车辆/轨道系统动力学(I): 磁/轨相互作用及稳定性, 机械工程学报, 2005, 41(7): 1-10.
磁浮车辆/轨道系统动力学(II): 建模与仿真, 机械工程学报, 2005, 41(8):163-175.
磁悬浮车辆/高架桥垂向耦合动力学研究. 铁道学报, 2001, 23(5): 27-33.
磁悬浮车辆系统动力学研究. 中国铁道科学, 2003, 24(4): 138-141.
Maglev vehicle/guideway vertical random response and ride quality. Vehicle System Dynamics, 2002, 38(3): 185-210.
磁悬浮车辆随机振动响应分析及其平稳性研究. 中国机械工程, 2002,13(16): 1402-1406.
常导电磁悬浮动态特性研究. 西南交通大学学报, 2004, 39(4): 464-468.
Vibration attenuation research on superconducting EDS with active electromagnetic damping coils based on refined magnetic-electric-mechanical interaction model[J]. Mechanical Systems and Signal Processing, 2025, 224:112081.
Mechanical behavior and performance evolution of railway ballast track under dynamic stabiliser based on the hybrid MBD-DEM simulation[J]. Transportation Geotechnics, 2024, 46: 101264.
Dynamic impact of unsupported sleepers on railway infrastructure with a coupled MBD-DEM-FDM model[J]. Transportation Geotechnics, 2024, 45: 101221.
Suspension and guidance performance of a new superconducting EDS system using the 8-shaped ground coils with nonequal turns[J]. IEEE Transactions on Applied Superconductivity, 2024, 34(4): 1-11, Art no. 3601511.
Dynamic impact of sleeper unsupported defects on the heavy haul locomotive-ballasted track coupling system[J]. Soil Dynamics and Earthquake Engineering 2024, 176: 108292.
Mechanical behaviors of the U-girder for urban maglev transit under temperature loads and train loads[J]. Journal of Vibration and Control. 2023.
Dynamic behavior of railway Vehicle-Ballasted track system with unsupported sleepers based on the hybrid DEM-MBD method[J]. Construction and Building Materials, 2023, 394: 132091.
两种中低速磁浮车辆动力学性能仿真对比分析[J]. 机械工程学报, 2023, 59(10): 311-322.
A modified electromagnetic force calculation method has high accuracy and applicability for EMS Maglev vehicle dynamics simulation. ISA Transactions, 2023, 137: 186-198.
Effect of levitation gap feedback time delay on the EMS maglev vehicle system dynamic response. Nonlinear Dynamics, 2023, 111: 7137-7156.
Dynamic performance of medium speed maglev train running over girders: field test and numerical simulation. International Journal of Structural Stability and Dynamics, 2023, 23(1): 2350006.
Propagation characteristics of vibration induced by medium-low-speed maglev train running on subgrade. Transportation Geotechnics, 2023, 41: 100986.
Dynamic deformation behaviors of the levitation electromagnets of high-speed maglev vehicle negotiating a sharp horizontal curve. Sensors, 2023, 23(5), 2785.
高速磁浮车辆通过平面曲线时悬浮架和电磁铁的弹性变形分析. 机车电传动, 2022, (04): 1-8.
Maglev vehicle-switch girder coupled vibration characteristics analysis based on distributed co-simulation, Vehicle System Dynamics, 2022, 61(5): 1345-1366.
Numerical analysis of train-track-subgrade dynamic performance with crumb rubber in ballast layer. Construction and Building Materials, 2022, 336: 127559.
Ground vibration induced by maglev trains running inside tunnel: numerical modelling and experimental validation. Soil Dynamics and Earthquake Engineering, 2022, 157: 107278.
Influence of bolster-hanger length on the dynamic performance of high-speed EMS maglev vehicles. Vehicle System Dynamics, 2021, 60(11): 3743-3764.
Numerical study on the flow field characteristics of the new high-speed maglev train in open air[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2020, 21(5): 366–381.
高速磁浮列车动力学性能参数多目标优化方法研究. 机械科学与技术, 2022, 41(3): 466-472.
桥梁竖向变形引起的中低速磁浮轨道不平顺分析. 铁道标准设计, 2021, 65(6): 77-82.
中低速磁浮车辆与U型梁耦合振动响应. 同济大学学报(自然科学版), 2021, 49(12) :1678-1687.
高速磁浮车辆通过小半径曲线时的动力学响应分析. 铁道机车车辆, 2020, 40(4): 1-5+20.
小半径竖曲线上磁浮车辆空气弹簧动态响应分析. 振动与冲击,2020, 39(17) :99-105.
超导磁浮列车电动悬浮导向力学特性研究. 机械, 2020, 47(9): 25-32.
Analysis of Railway Ballasted Track Stiffness and Behavior with a Hybrid Discrete–Continuum Approach. International Journal of Geomechanics, 2021, 21(3): 04020268.
Discrete element modelling of railway ballast performance considering particle shape and rolling resistance. Railway Engineering Science, 2020, 28(4): 382-407.
Macro-meso dynamic analysis of railway transition zone: Hybrid DEM/FDM simulation and experimental validation. Soil Dynamics and Earthquake Engineering, 2020, 135: 106191.
Calibration for discrete element modelling of railway ballast: a review. Transportation Geotechnics, 2020, 23: 100341.
Coupled discrete-continuum approach for railway ballast track and subgrade macro-meso analysis. International Journal of Pavement Engineering, 2021, 22(13): 1744-1759.
Analysis on dynamic performance of different track transition forms using the discrete element/finite difference hybrid method. Computers & Structures, 2020, 230: 106187.
Experimental investigation on the characteristics of the dynamic rail pad force and its stress distribution in the time and frequency domain [J]. Journal of Rail and Rapid Transit, 2020, 234(2): 201-213.
Investigation of track settlement and ballast degradation in the high-speed railway using a full-scale laboratory test. Journal of Rail and Rapid Transit, 2019, 233(8): 869-881.
Importance of load frequency in applying cyclic loads to investigate ballast deformation under high-speed train loads [J]. Soil Dynamics and Earthquake Engineering, 2019, 120: 28-38.
磁浮交通系统动力学分布式协同仿真接口的设计与实现. 计算机应用, 2019, 39(S1): 164-167.
中低速磁浮车辆-轨道-桥梁垂向耦合振动仿真分析. 铁道标准设计, 2019, 63(2): 70-76.
重载铁路有砟道床动态行为的离散元模拟与试验研究. 铁道学报, 2019, 41(4): 169-176.
温度梯度荷载作用下CRTS II型板式无砟轨道砂浆层界面损伤分析. 中国科学: 技术科学, 2018, 48(1):79-86.
Dynamic behavior analysis of high-speed railway ballast under moving vehicle loads using discrete element method. International Journal of Geomechanics, 2017, 17(7): 04016157.
铁路有砟道床振动和变形的离散元模拟与试验验证. 岩土力学, 2017, 38(5): 1481-1488.
循环荷载频率对高速铁路有砟道床累积变形行为的影响. 中国铁道科学, 2017, 38(1): 1-8.
铁路轨道不平顺研究进展. 铁道工程学报, 2016, (9): 35-40+81.
温差和列车荷载作用下中低速磁浮轨道结构变形分析. 铁道建筑, 2015, (12): 110-115.
高速铁路碎石道砟振动的离散元模拟. 计算力学学报, 2015, 32(5): 674-680.
铁路碎石道砟静态压碎行为数值模拟分析. 西南交通大学学报, 2015, 50(1): 137-143.
Temperature-induced deformation of CRTS II slab track and its effect on track dynamical properties. Science China Technological Sciences, 2014, 57(10): 1917-1924.
低速磁浮轨道梁的温度效应分析. 铁道标准设计, 2013(10): 73-77.
低速磁浮交通轨道结构强度计算与分析. 铁道标准设计, 2012(10): 4-7.
磁浮列车对某枢纽磁浮站屋荷载作用特性研究. 山西建筑, 2010, 36(19): 268-269.
高速磁浮车辆引起地面振动的数值分析. 西南交通大学学报,2010, 45(6): 825-829.
磁浮道岔梁自振特性及瞬态响应分析. 交通运输工程与信息学报, 2009, 7(4):56-62.
高速磁浮车辆悬浮架动力学模型研究. 铁道科学与工程学报, 2008, 5(5):7-11.
高速磁浮车辆弹性悬浮架动力学建模与仿真. 系统仿真学报,2008, 20(20): 5718-5721.
低速磁浮车辆动力学建模与导向机构仿真分析,交通运输工程学报,2007,7(3): 6-10.
低速磁浮车辆导向方式及其横向动态特性. 中国铁道科学, 2005, 26(6): 28-32.
低速磁浮车辆曲线通过动态响应仿真分析. 中国铁道科学, 2005, 26(3): 94-98.
磁浮列车与轮轨高速列车对线桥动力作用的比较研究. 交通运输工程学报, 2001, 1 (1): 7-12.