[1] HUSSEIN M F M, HUNT H E M. A numerical model for calculating vibration due to a harmonic moving load on a floating-slab track with discontinuous slabs in an underground railway tunnel[J]. Journal of Sound and Vibration, 2009, 321(1): 363-374.
[2] SAURENMAN H, PHILLIPS J. In-service tests of the effectiveness of vibration control measures on the BART rail transit system[J]. Journal of Sound and Vibration, 2006, 293(3): 888-900.
[3] 李增光,吴天行.浮置板轨道二维建模及隔振性能分析[J].铁道学报,2011,33(8):93-98.
LI Zeng-guang, WU Tian-xing. 2-D modelling of floating slab track and performance analysis on vibration isolation[J]. Journal of the China Railway Society, 2011, 33(8): 93-98.(in Chinese)
[4] 丁德云,刘维宁,张宝才,等.特殊浮置板轨道隔振效果的三维数值研究[J].铁道学报,2009,31(6):58-62.
DING De-yun, LIU Wei-ning, ZHANG Bao-cai, et al. 3-D numerical study on vibration isolation performance of special floating slab track in lab[J]. Journal of the China Railway Society, 2009, 31(6): 58-62.(in Chinese)
[5] LOMBAERT G, DEGRANDE G, VANHAUWERE B, et al. The control of ground-borne vibrations from railway traffic by means of continuous floating slabs[J]. Journal of Sound and Vibration, 2006, 297(3): 946-961.
[6] KUO C M, HUANG C H, CHEN Y Y. Vibration characteristics of floating slab track[J]. Journal of Sound and Vibration, 2008, 317(3): 1017-1034.
[7] 刘卫丰,刘维宁,GUPTA S,等.地下列车移动荷载作用下隧道及自由场的动力响应解[J].振动与冲击,2008,27(5):81-84.
LIU Wei-feng, LIU Wei-ning, GUPTA S, et al. Dynamic response in tunnel and free field due to the moving underground trains[J]. Journal of Vibration and Shock, 2008, 27(5): 81-84.(in Chinese)
[8] 和振兴.板式无砟轨道交通引起的环境振动研究[D].成都:西南交通大学,2008.
HE Zhen-xing. Research of environmental vibration gener-ated by unballasted slab track[D]. Chengdu: Southwest Jiaotong University, 2008.(in Chinese)
[9] 徐庆元,张旭久,曾志平.无砟轨道纵向连接形式对列车-板式无砟轨道-路基系统振动特性影响[J].中国铁道科学,2010,31(1):32-37.
XU Qing-yuan, ZHANG Xu-jiu, ZENG Zhi-ping. Influence of the longitudinal connection form of the ballastless track on the vibration characteristics of train-slab ballastless track-subgrade system[J]. China Railway Science, 2010, 31(1): 32-37.(in Chinese)
[10] 徐庆元,曹扬风,周小林.短波随机不平顺对列车-板式无砟轨道-路基系统振动特性的影响[J].中南大学学报:自然科学版,2011,42(4):1105-1110.
XU Qing-yuan, CAO Yang-feng, ZHOU Xiao-lin. Influence of short-wave random irregularity on vibration characteristic of train-slab track-subgrade system[J]. Journal of Central South University: Science and Technology Edition, 2011, 42(4): 1105-1110.(in Chinese)
[11] 徐庆元.短波随机不平顺对列车-板式无砟轨道-桥梁系统动力特性影响[J].土木工程学报,2011,44(10):132-137.
XU Qing-yuan. Influence of short-wave random irregularity on the dynamic characteristics of train-slab track-bridge system[J]. China Civil Engineering Journal, 2011, 44(10): 132-137.(in Chinese)
[12] SATO Y. Study on high-frequency vibration in track operated with high-speed trains[J].Quarterly Reports,1977,18(3):109-114.
[13] 徐志胜.轨道交通轮轨噪声预测与控制的研究[D].成都:西南交通大学,2004.
XU Zhi-sheng. Prediction and control of wheel/rail noise for rail transit[D].Chengdu: Southwest Jiaotong University, 2004.(in Chinese)
[14] 陈 果,翟婉明.铁路轨道不平顺随机过程的数值模拟[J].西南交通大学学报,1999,34(2):138-142.
CHEN Guo, ZHAI Wan-ming. Numerical simulation of the stochastic process of railway track irregularities[J]. Journal of Southwest Jiaotong University, 1999, 34(2): 138-142.(in Chinese)
[15] 雷晓燕,毛利军.线路随机不平顺对车辆-轨道耦合系统动力响应分析[J].中国铁道科学,2001,22(6):38-43.
LEI Xiao-yan, MAO Li-jun. Analyses of dynamic response of vehicle and track coupling system with random irregularity of rail vertical profile[J]. China Railway Science, 2001, 22(6): 38-43.(in Chinese)