TB 10009―2005,铁路电力牵引供电设计规范[S]. TB 10009―2005, design code of railway electric traction feeding[S].(in Chinese)
[2]
GB 50009―2001,建筑结构荷载规范[S]. GB 50009―2001, load code for the design of building structures[S].(in Chinese)
[3]
李瑞平,周 宁,梅桂明,等.初始平衡状态的接触网有限元模型[J].西南交通大学学报,2009,44(5):732-737. LI Rui-ping, ZHOU Ning, MEI Gui-ming, et al. Finite element model for catenary in initial equilibrium state[J]. Journal of Southwest Jiaotong University, 2009, 44(5): 732-737.(in Chinese)
[4]
POMBO J, AMBRóSIO J, PEREIRA M, et al. Influence of the aerodynamic forces on the pantograph-catenary system for high-speed trains[J]. Vehicle System Dynamics, 2009, 47(11): 1327-1347.
[5]
SCANLON T J, STICKLAND M T, OLDROYD A B. An investigation into the attenuation of wind speed by the use of windbreaks in the vicinity of overhead wires[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2000, 214(3): 173-182.
[6]
STICKLAND M T, SCANLON T J. An investigation into the aerodynamic characteristics of catenary contact wires in a cross-wind[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2001, 215(4): 311-318.
[7]
曹树森,柯 坚,邓 斌,等.强风地区接触网动力稳定性分析[J].中国铁道科学,2010,31(4):79-84. CAO Shu-sen, KE Jian, DENG Bin, et al. The dynamic stability analysis of the catenary systems in strong wind area[J]. China Railway Science, 2010, 31(4): 79-84.(in Chinese)
[8]
赵 飞,刘志刚,韩志伟.随机风场对弓网系统动态性能影响研究[J].铁道学报,2012,34(10):36-42. ZHAO Fei, LIU Zhi-gang, HAN Zhi-wei. Simulation study on influence of stochastic wind field to dynamic behavior of pantograph-catenary system[J]. Journal of the China Railway Society, 2012, 34(10): 36-42.(in Chinese)
[9]
张希黔,葛 勇,严春风,等.脉动风场模拟技术的研究与进展[J].地震工程与工程振动,2008,28(6):206-212. ZHANG Xi-qian, GE Yong, YAN Chun-feng, et al. Advances in research of simulation technology of fluctuation wind loading[J]. Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(6): 206-212.(in Chinese)
[10]
王之宏.风荷载的模拟研究[J].建筑结构学报,1994,15(1):44-52. WANG Zhi-hong. Simulation of wind loading[J]. Journal of Building Structures, 1994, 15(1): 44-52.(in Chinese)
[11]
胡雪莲,李正良,晏致涛.大跨度桥梁结构风荷载模拟研究[J].重庆建筑大学学报,2005,27(3):63-67. HU Xue-lian, LI Zheng-liang YAN Zhi-tao. Simulation of wind loading for large-span bridge structures[J]. Journal of Chongqing Jianzhu University, 2005, 27(3): 63-67.(in Chinese)
[12]
舒新玲,周 岱.风速时程AR模型及其快速实现[J].空间结构,2003,9(4):27-32,46. SHU Xin-ling, ZHOU Dai. AR model of wind speed time series and its rapid implementation[J]. Spatial Structures, 2003, 9(4): 27-32, 46.(in Chinese)
[13]
周 宁,张卫华.基于直接积分法的弓网耦合系统动态性能仿真分析[J].中国铁道科学,2008,29(6):71-76. ZHOU Ning, ZHANG Wei-hua. Dynamical performance simulation of the pantograph-catenary coupled system based on direct integration method[J]. China Railway Science, 2008, 29(6): 71-76.(in Chinese)
[14]
刘 怡,张卫华,梅桂明.受电弓/接触网垂向耦合运动中接触网动应力研究[J].铁道学报,2003,25(4):23-26. LIU Yi, ZHANG Wei-hua, MEI Gui-ming. Study of dynamic stress of the catenary in the pantograph/catenary vertical coupling movement[J]. Journal of the China Railway Society, 2003, 25(4): 23-26.(in Chinese)
