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Research on the Track Structure Vibration Induced by Subway Train |
LUO Wen—jun,LEI Xiao—yan,WU Ming—hui |
East China Jiaotong University,Nanchang,Jiangxi 330013,China |
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Abstract Research purposes: The continuous elastic double deck beam model for the track structure is established for analyzing the impacts of different train speeds,track irregularity,and rail pad rigidity and sleeper pad rigidity on track vibrations to provide the technical data for the construction works.
Research conclusions: The studies show the train speed has a significant impact on track structure vibrations.The sleeper vibration speed and the peak value of the reaction of monolithic track bed increase with the increase of the train speed.The track irregularity also has significant impacts on track vibrations.So the routine maintenances of rail wheels tread and rail surface are very important to reduce the track structure vibrations.In addition,the rigidity of rubber pad between sleeper and monolithic track bed has significant impact on track vibrations.The sleeper vibration speed decrease and the reaction of monolithic track bed increase with the increase of the rigidity of rubber pad,but the corresponding spectrum does not change.For the tunnel structure security,the rigidity of rubber pad should be decreased.
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Received: 28 October 2008
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[1]夏禾,张楠.车辆与结构动力相互作用[M].2版.北京: 科学出版社,2005.
[2]Krylov V V,Dawson A R.Rail Movement and Ground Waves Caused by High Speed Trains Approaching Tracksoil Critical Velocities[J].Proc Instn Mech Engrs,2000,214 (F):107—116.
[3]Lombaert G,Degrande G,Kogut J,et al.The Experimental Validation of a Numerical Model for the Prediction of Rail. way Induced Vibrations[J].Journal of Sound and Vibration,2006,297(3—5):512—535.
[4]Madshus C,Bessason B,Harvik L.Prediction Model for Low Frequency Vibration from High Speed Railways on Sol t Ground[J].Journal of Sound and Vibration,1996,193(1): 195—203.
[5]Kryiov V V.On the Theory of Railway—Induced Ground Vibrations[J].Journal of Physique IV,1994,4(C5):769 —772
[6]翟婉明.车辆一轨道耦合动力学[M].北京:中国铁道出 版社,1997.
[7]雷晓燕.现代轨道理论研究[M].2版.北京:中国铁道 出版社,2008.
[8]雷晓燕.高速铁路轨道振动与轨道I临界速度的傅里叶变 换法[J].中国铁道科学,2007,28(6):30—34.
[9]雷晓燕.轨道力学与工程新方法[M].北京:中国铁道出 版社,2002.
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