The influence of the train speed on vibrations due to high speed trains

被引:2
|
作者
Lombaert, G. [1 ]
Degrande, G. [1 ]
Bekaert, J. [1 ]
机构
[1] Katholieke Univ Leuven, Dept Civil Engn, B-3001 Louvain, Belgium
关键词
D O I
10.1007/978-3-540-74893-9_3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper deals with the influence of the train speed on vibrations induced by high speed trains. In the past 10 years, free field as well as track vibrations have been measured at several sites on the Belgian part of the European high speed rail network. These experiments were performed within the frame of homologation tests, which has allowed data collection for a wide range of train speeds. This paper concentrates on the analysis of track as well as free field vibrations for different train speeds at a site along the line L2 between Brussels and Koln. At this site, 11 passages of the IC train at speeds between 156 km/h and 225 km/h have been recorded and 11 passages of the Thalys HST at speeds between 218 km/h and 326 km/h. The experimental data for different train speeds are analysed and compared to numerical predictions that have been performed by means of a numerical model that accounts for the dynamic interaction between the train, the track and the soil.
引用
收藏
页码:19 / 25
页数:7
相关论文
共 50 条
  • [1] The influence of the train speed on vibrations due to high speed trains
    Lombaert, G.
    Degrande, G.
    Bekaert, J.
    PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM ON ENVIRONMENT VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION, ISEV 2007, 2007, : 544 - 549
  • [2] Free field vibrations due to the passage of high-speed trains
    Sica, S.
    de Magistris, F. Santucci
    Melazzo, A.
    Numerical Methods in Geotechnical Engineering, 2006, : 243 - 248
  • [3] Induced vibrations due to High-Speed Trains on ballast and slab tracks
    Galvin, P.
    Romero, A.
    Dominguez, J.
    PROCEEDINGS OF ISMA 2008: INTERNATIONAL CONFERENCE ON NOISE AND VIBRATION ENGINEERING, VOLS. 1-8, 2008, : 2777 - 2787
  • [4] Drag experienced by a high-speed train due to excitation of ground vibrations
    Metrikine, AV
    Vostrukhov, AV
    Vrouwenvelder, ACWM
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2001, 38 (48-49) : 8851 - 8868
  • [5] A Comparison of Predicted and Measured Ground Vibrations due to High Speed, Passenger, and Freight Trains
    Lombaert, G.
    Degrande, G.
    Galvin, P.
    Bongini, E.
    Poisson, F.
    NOISE AND VIBRATION MITIGATION FOR RAIL TRANSPORTATION SYSTEMS, 2012, 118 : 231 - +
  • [6] Measurement of vibrations induced by high-speed trains
    Martins, J.
    Gomes Correia, A.
    Ramos, L. F.
    Marcelino, J.
    Caldeira, L.
    Delgado, J.
    BEARING CAPACITY OF ROADS, RAILWAYS AND AIRFIELDS, VOLS 1 AND 2, 2009, : 1311 - 1319
  • [7] Numerical analysis of soil vibrations due to trains moving at critical speed
    Bian, Xuecheng
    Cheng, Chong
    Jiang, Jianqun
    Chen, Renpeng
    Chen, Yunmin
    ACTA GEOTECHNICA, 2016, 11 (02) : 281 - 294
  • [8] Numerical analysis of soil vibrations due to trains moving at critical speed
    Xuecheng Bian
    Chong Cheng
    Jianqun Jiang
    Renpeng Chen
    Yunmin Chen
    Acta Geotechnica, 2016, 11 : 281 - 294
  • [9] Train scheduling and rolling stock assignment in high speed trains
    Espinosa-Aranda, Jose Luis
    Garcia-Rodenas, Ricardo
    Cadarso, Luis
    Marin, Angel
    XI CONGRESO DE INGENIERIA DEL TRANSPORTE (CIT 2014), 2014, 160 : 45 - 54
  • [10] Evaluating ground vibrations induced by high-speed trains
    Kece, Elif
    Reikalas, Vladislovas
    DeBold, Robert
    Ho, Carlton L.
    Robertson, Ian
    Forde, Michael C.
    TRANSPORTATION GEOTECHNICS, 2019, 20