[1] 李小珍,强士中.列车-桥梁耦合振动研究的现状与发展趋势[J].铁道学报,2002,24(5):112-120.
LI Xiao-zhen, QIANG Shi-zhong. State-of-the-art review and trend of studies on vehicle-bridge interaction[J]. Journal of the China Railway Society, 2002, 24(5): 112-120.(in Chinese)
[2] LIN C C, WANG J F, CHEN B L. Train-induced vibration control of high-speed railway bridges equipped with multiple tuned mass dampers[J]. Journal of Bridge Engineering, 2005, 10(3): 398-414.
[3] 孟 鑫,刘鹏辉,姚京川,等.高速铁路32 m简支箱梁动力特性试验分析[J].铁道建筑,2016(1):10-15.
MENG Xin, LIU Peng-hui, YAO Jing-chuan, et al. Experimental analysis of dynamic performance of 32 m-span simply-supported box-girder on high speed railway[J]. Railway Engineering, 2016(1): 10-15.(in Chinese)
[4] 李小珍,强士中.京沪高速南京越江钢斜拉桥车桥耦合振动分析[J].西南交通大学学报,1999,34(2):153-157.
LI Xiao-zhen, QIANG Shi-zhong. Coupling vibration analysis for long span steel cable-stayed bridge crossing over Yangtze River at Nanjing on Beijing-Shanghai High-Speed Railway[J]. Journal of Southwest Jiaotong University, 1999, 34(2): 153-157.(in Chinese)
[5] 康 锐,郑凯锋,栗怀广,等.列车活载作用下超大连跨悬索桥的刚度特征[J].西南交通大学学报,2010,45(3):346-350.
KANG Rui, ZHENG Kai-feng, LI Huai-guang, et al. Rigidity characteristics of multi-span suspension bridges under train loads[J]. Journal of Southwest Jiaotong University, 2010, 45(3): 346-350.(in Chinese)
[6] 朱志辉,朱玉龙,余志武,等.96 m钢箱系杆拱桥动力响应及行车安全性分析[J].中国铁道科学,2013,34(6):21-29.
ZHU Zhi-hui, ZHU Yu-long, YU Zhi-wu, et al. Analysis on the dynamic response and running safety of 96 m steel box tied arch bridge[J]. China Railway Science, 2013, 34(6): 21-29.(in Chinese)
[7] 王庆波,汪 胜,许克宾,等.高速铁路连续梁桥动力响应分析[J].北方交通大学学报,1997,21(4):399-404.
WANG Qing-bo, WANG Sheng, XU Ke-bin, et al. Dynamic responses of high-speed railway continuous bridge[J]. Journal of Northern Jiaotong University, 1997, 21(4): 399-404.(in Chinese)
[8] XIA He, CHEN Jian-guo, WEI Peng-bo, et al. Experimental investigation of railway train-induced vibrations of surrounding ground and a nearby multi-story building[J]. Earthquake Engineering and Engineering Vibration, 2009, 8(1): 137-148.
[9] HE Wei. Vertical dynamics of a single-span beam subjected to moving mass-suspended payload system with variable speeds[J]. Journal of Sound and Vibration, 2018, 418: 36-54.
[10] MIGUEL L F F, LOPEZ R H, TORII A J, et al. Robust design optimization of TMDs in vehicle-bridge coupled vibration problems[J]. Engineering Structures, 2016, 126: 703-711.
[11] LIU K, DE ROEK G, LOMBAERT G. The effect of dynamic train-bridge interaction on the bridge response during a train passage[J]. Journal of Sound and Vibration, 2009, 325(1/2): 240-251.
[12] 刘建新,易明辉,王开云.重载铁路车轮踏面擦伤时的轮轨动态相互作用特征[J].交通运输工程学报,2010,10(3):52-56.
LIU Jian-xin, YI Ming-hui, WANG Kai-yun. Characteristic of dynamic interaction between wheel and rail due to wheel tread flat on heavy haul railway[J]. Journal of Traffic and Transportation Engineering, 2010, 10(3): 52-56.(in Chinese)
[13] 张 健,金学松,肖新标,等.车辆-轨道耦合动力学钢轨模型求解方法[J].交通运输工程学报,2011,11(2):32-38.
ZHANG Jian, JIN Xue-song, XIAO Xin-biao, et al. Solution methods of rail model in vehicle-track coupling dynamics[J]. Journal of Traffic and Transportation Engineering, 2011, 11(2): 32-38.(in Chinese)
[14] 周勇政.高速铁路共振问题相关标准研究[J].铁道标准设计,2018,62(9):182-186.
ZHOU Yong-zheng. Study on specifications of high speed railway resonance[J]. Railway Standard Design, 2018, 62(9): 182-186.(in Chinese)
[15] JU S H, LIN H T. Resonance characteristics of high-speed trains passing simply supported bridges[J]. Journal of Sound and Vibration, 2003, 267: 1127-1141.
[16] YAU J D, YANG Y B. Vertical accelerations of simple beams due to successive loads traveling at resonant speeds[J]. Journal of Sound and Vibration, 2006, 289(1/2): 210-228.
[17] 王英杰,时 瑾,魏庆朝.单车过桥下弹性车体共振与消振现象分析[J].振动与冲击,2015,34(2):1-8.
WANG Ying-jie, SHI Jin, WEI Qing-chao. Resonance and vibration cancellation analysis of a vehicle with flexible car body moving over multi-span bridge[J]. Journal of Vibration and Shock, 2015, 34(2): 1-8.(in Chinese)
[18] 苏木标,李建中,梁志广.高速铁路简支梁桥的竖向共振现象[J].工程力学,2001,18(5):84-94.
SU Mu-biao, LI Jian-zhong, LIANG Zhi-guang. Vertical resonance phenomenon of simply supported girder bridges of high-speed railways[J]. Engineering Mechanics, 2001, 18(5): 84-94.(in Chinese)
[19] 黄文杰,罗光财,彭 丹,等.高速铁路简支梁桥参数变化对竖向共振影响分析[J].铁道科学与工程学报,2016,13(8):1474-1481.
HUANG Wen-jie, LUO Guang-cai, PENG Dan, et al. Analysis on the vertical resonance effect of simply-supported beam bridge parameters on high-speed railway[J]. Journal of Railway Science and Engineering, 2016, 13(8): 1474-1481.(in Chinese)
[20] 沈锐利.高速铁路简支梁桥竖向振动响应研究[J].中国铁道科学,1996,17(3):24-34.
SHEN Rui-li. Research of vertical vibration response of simply supported beam bridge on high speed railway[J]. China Railway Science, 1996, 17(3): 24-34.(in Chinese)
[21] 宁晓骏,叶燎原,缪 昇.高速铁路中桥梁跨径布置与共振关系的探讨[J].振动与冲击,2000,19(3):71-73,88.
NING Xiao-jun, YE Liao-yuan, MIAO Sheng. Research on the relationship between the bridge span arrangement in high railway and the bridge resonance[J]. Journal of Vibration and Shock, 2000, 19(3): 71-73, 88.(in Chinese)
[22] XIA He, ZHANG Nan, GUO Wei-wei. Analysis of resonance mechanism and conditions of train-bridge system[J]. Journal of Sound and Vibration, 2006, 297: 810-822.
[23] 李慧乐,夏 禾,郭薇薇.移动荷载作用下简支梁共振与消振机理研究[J].工程力学,2013,30(7):47-54.
LI Hui-le, XIA He, GUO Wei-wei. Study on mechanism of resonance and vibration cancellation for simply-supported beam under moving loads[J]. Engineering Mechanics, 2013, 30(7): 47-54.(in Chinese)
[24] 李慧乐,夏 禾,郭薇薇.简支梁在列车荷载下的共振与消振效应[J].振动工程学报,2014,27(2):172-179.
LI Hui-le, XIA He, GUO Wei-wei. Effects of vibration resonance and cancellation for simply beams under train load[J]. Journal of Vibration Engineering, 2014, 27(2): 172-179.(in Chinese)
[25] 张 田,夏 禾,郭薇薇.动荷载指纹线方法在车桥共振分析中的应用[J].重庆大学学报,2012,35(8):54-61.
ZHANG Tian, XIA He, GUO Wei-wei. Dynamic signatures method for analysis of vehicle-bridge resonance[J]. Journal of Chongqing University, 2012, 35(8): 54-61.(in Chinese)
[26] PESTEREV A V, YANG B, BERGMAN L A, et al. Revisiting the moving force problem[J]. Journal of Sound and Vibration, 2003, 261(1): 75-91.
[27] KUMAR C P S, SUJATHA C, SHANKAR K. Vibration of simply supported beams under a single moving load: a detailed study of cancellation phenomenon[J]. International Journal of Mechanical Sciences, 2015, 99: 40-47.
[28] MUSEROS P, MOLINER E, MARTINEZ-RODRIGO M D. Free vibrations of simply-supported beam bridges under moving loads: maximum resonance, cancellation and resonant vertical acceleration[J]. Journal of Sound and Vibration, 2013, 332(2): 326-345.
[29] WANG J F, LIN C C, CHEN B L. Vibration suppression for high-speed railway bridges using tuned mass dampers[J]. International Journal of Solids and Structures, 2003, 40(2): 465-491.
[30] 吕 龙,李建中.移动荷载作用下大跨度铁路斜拉桥纵向共振机理[J].土木工程学报,2018,51(2):81-87.
LYU Long, LI Jian-zhong. Longitudinal resonance mechanism of a long-span cable-stayed railway bridge under moving loads[J]. China Civil Engineering Journal, 2018, 51(2): 81-87.(in Chinese)