Volume 20 Issue 3
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2020  >  20(3): 51-60
Next Previous
CHEN Yan-ming, FENG Qing-song, LIU Qing-jie, LIU Wen-wu, LUO Xin-wei. Train-induced vibration characteristics in throat area of sinking metro depot[J]. Journal of Traffic and Transportation Engineering, 2020, 20(3): 51-60. doi: 10.19818/j.cnki.1671-1637.2020.03.004
Citation: CHEN Yan-ming, FENG Qing-song, LIU Qing-jie, LIU Wen-wu, LUO Xin-wei. Train-induced vibration characteristics in throat area of sinking metro depot[J]. Journal of Traffic and Transportation Engineering, 2020, 20(3): 51-60. doi: 10.19818/j.cnki.1671-1637.2020.03.004
shu

Train-induced vibration characteristics in throat area of sinking metro depot

doi: 10.19818/j.cnki.1671-1637.2020.03.004
  • 1.

    Engineering Research Center of Railway Environmental Vibration and Noise of Ministry of Education, East China Jiaotong University, Nanchang 330013, Jiangxi, China

  • 2.

    Guangzhou Metro Design and Research Institute Co., Ltd., Guangzhou 510010, Guangdong, China

Funds:

National Natural Science Foundation of China 51878277

National Natural Science Foundation of China 51668020

Training Plan for Academic and Technical Leaders of Major Disciplines of Jiangxi Province 20194BCJ22008

Key Research and Development Program of Jiangxi Province 20192BBE50008

More Information
  • Author Bio:

    CHEN Yan-ming(1990-), male, doctoral student, 944894571@qq.com

    FENG Qing-song(1978-), male, professor, PhD, fqshdjtdx@aliyun.com

  • Received Date: 2019-12-26
  • Publish Date: 2020-06-25
    Abstract
  • The vibration accelerations of rail, ballast bed, ground, floor and cover plate in the throat area of a sinking metro depot were measured on site by the trigger acquisition method. The field measured data were analyzed by the methods of insertion loss, one-third octave band spectrum and curve fitting of Z direction vibration level. Furthermore, the vibration source characteristics in the throat area of sinking metro depot and the transmission law of vibration along the cover plate and different floors were analyzed. Analysis result shows that in the frequency domain, the frequency band of rail vibration is wider than that of ballast bed, and there is no obvious main frequency band. The vibration distribution of rail is within 800 Hz. While the ballast bed has an obvious main frequency band within 80-200 Hz. The vibration attenuations from the rail to the ballast bed at the first and second floors underground are about 29.9 and 10.4 dB, respectively. The train-induced vibration response of cover plate decreases linearly with the increase of distance between the measuring point and the center line of running track, and the linear attenuation rate is about 0.2 dB·m-1. Due to the reflection and refraction of the side wall to the vibration, the local amplification phenomenon occurs when the vibration is transmitted to the end of cover plate. No matter the train is running at the end of metro depot or in the middle track, with the increase of distance between the measuring point and the center line of running track, the vibration level of cover plate is basically the same at the low frequencies of 2.5 and 5.0 Hz, decreases slowly at 10 Hz, and decreases obviously at the middle and high frequencies of 25, 40 and 80 Hz. The upward propagation of train-induced vibration shows a floor-by-floor attenuation law. The vibration of cover plate caused by the train operation at the first floor underground is about 16.1 dB greater than that at the second floor underground. The characteristics of many rail joints and turnouts in the throat area of sinking metro depot lead to the prominent vibration response of cover plate in this area. It is necessary to focus on the vibration reduction design of this area.

     

    • FullText(HTML)
  • loading
    • References(32)
  • [1]
    METRIKINE A V, VROUWENVELDER A C W M. Surface ground vibration due to a moving train in a tunnel: two-dimensional model[J]. Journal of Sound and Vibration, 2000, 234(1): 43-66. doi: 10.1006/jsvi.1999.2853
    [2]
    GUPTA S, LIU W F, DEGRANDE G, et al. Prediction of vibrations induced by underground railway traffic in Beijing[J]. Journal of Sound and Vibration, 2008, 310(1): 608-630.
    [3]
    PERSSON P, PERSSON K, SANDBERG G. Numerical study on reducing building vibrations by foundation improvement[J]. Engineering Structures, 2016, 124: 361-375. doi: 10.1016/j.engstruct.2016.06.020
    [4]
    VOGIATZIS K, MOUZAKIS H. Ground-borne noise and vibration transmitted from subway networks to multi-storey reinforced concrete buildings[J]. Transport, 2018, 33(2): 446-453.
    [5]
    LÓPEZ-MENDOZAA D, ROMERO A, CONNOLLY D P, et al. Scoping assessment of building vibration induced by railway traffic[J]. Soil Dynamics and Earthquake Engineering, 2017, 93: 147-161. doi: 10.1016/j.soildyn.2016.12.008
    [6]
    LOPES P, ALVES COSTA P, CALCADA R, et al. Influence of soil stiffness on building vibrations due to railway traffic in tunnels: numerical study[J]. Computers and Geotechnics, 2014, 61: 277-291. doi: 10.1016/j.compgeo.2014.06.005
    [7]
    HUSSEIN M, HUNT H, KUO K, et al. The use of sub-modelling technique to calculate vibration in buildings from underground railways[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2015, 229(3): 303-314. doi: 10.1177/0954409713511449
    [8]
    SANAYEI M, MAURYA P, MOORE J A. Experiment of building foundation and ground-borne vibrations due to surface trains and subways[J]. Engineering Structures, 2013, 53: 102-111. doi: 10.1016/j.engstruct.2013.03.038
    [9]
    SANAYEI M, KAYIPARAMBILA P, MOORE J A, et al. Measurement and prediction of train-induced vibrations in a full-scale building[J]. Engineering Structures, 2014, 77: 119-128. doi: 10.1016/j.engstruct.2014.07.033
    [10]
    KOUROUSSIS G, VERLINDEN O, CONTI C. Free field vibrations caused by high-speed lines: measurement and time domain simulation[J]. Soil Dynamics and Earthquake Engineering, 2011, 31: 692-707. doi: 10.1016/j.soildyn.2010.11.012
    [11]
    KOUROUSSIS G, VERLINDEN O, CONTI C. Efficiency of resilient wheels on the alleviation of railway ground vibrations[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2011, 226(4): 381-396.
    [12]
    LIU Wei-ning, MA Meng, LIU Wei-feng, et al. Overview on current research of environmental vibration influence induced by urban mass transit in China[J]. Scientia Sinica (Technologica), 2016, 46(6): 547-559. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-JEXK201606001.htm
    [13]
    XIA He, ZHANG Nan, CAO Yan-mei. Experimental study of train-induced vibrations of ground and nearby buildings[J]. Journal of the China Railway Society, 2004, 26(4): 93-98. (in Chinese). doi: 10.3321/j.issn:1001-8360.2004.04.020
    [14]
    SUN Xiao-jing, YUAN Yang, MA Meng, et al. Prediction of metro train-induced low frequency vibration responses in far field[J]. Journal of Vibration and Shock, 2017, 36(4): 198-202. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201704031.htm
    [15]
    HOU Bo-wen. Research on subway-building combined structure system coupling dynamics and vibration control[D]. Beijing: Beijing Jiaotong University, 2016. (in Chinese).
    [16]
    HONG Jun-qing, LIU Wei-qing. Analysis of effects induced by subway train on surrounding building vibration[J]. Journal of Vibration and Shock, 2006, 25(4): 142-145. (in Chinese). doi: 10.3969/j.issn.1000-3835.2006.04.038
    [17]
    WANG Yi, XU Hui. A brief talk on the pollution controlling of vibration and noise of the community built on the platform of subway traffic[J]. Environmental Monitoring in China, 1999, 15(6): 43-45. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-IAOB199906015.htm
    [18]
    ZOU Chao, WANG Yi-min, WANG Peng, et al. Measurement of ground and nearby building vibration and noise induced by trains in a metro depot[J]. Science of the Total Environment, 2015, 536: 761-773. doi: 10.1016/j.scitotenv.2015.07.123
    [19]
    ZOU Chao, WANG Yi-min, MOORE J A, et al. Train-induced field vibration measurement of ground and over-track buildings[J]. Science of the Total Environment, 2017, 575: 1339-1351. doi: 10.1016/j.scitotenv.2016.09.216
    [20]
    ZOU Chao, MOORE J A, SANAYEI M, et al. Impedance model for estimating train-induced building vibrations[J]. Engineering Structures, 2018, 172: 739-750. doi: 10.1016/j.engstruct.2018.06.032
    [21]
    TAO Zi-yu, WANG Yi-min, SANAYEI M, et al. Experimental study of train-induced vibration in over-track buildings in a metro depot[J]. Engineering Structures, 2019, 198: 109473. doi: 10.1016/j.engstruct.2019.109473
    [22]
    TAO Zi-yu, WANG Yi-min, ZOU Chao, et al. Assessment of ventilation noise impact from metro depot with over-track platform structure on workers and nearby inhabitants[J]. Environmental Science and Pollution Research, 2019, 26: 9203-9218. doi: 10.1007/s11356-019-04378-w
    [23]
    WANG Yi-min, ZENG Ze-min, ZOU Chao, et al. Experimental investigation into train-induced vibrations of test-line at metro depot[J]. Journal of South China University of Technology (Natural Science Edition), 2014, 42(12): 1-8. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-HNLG201412002.htm
    [24]
    ZOU Chao, WANG Yi-min, WANG Zhao-hui, et al. Field measurement and analysis of ground vibration in the throat area of metro depot[J]. Journal of Vibration and Shock, 2015, 34(16): 200-206. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201516034.htm
    [25]
    LI Lyu-yu, GUO Wei, JIANG Li-zhong, et al. Shaking table tests on the isolation performance of two buildings built on the top head of Shenyang metro depot[J]. Journal of Vibration and Shock, 2017, 36(6): 56-62, 74. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201706009.htm
    [26]
    XIE Wei-ping, ZHAO Na, HE Wei, et al. Analysis on vibration serviceability of over-track buildings[J]. China Civil Engineering Journal, 2013, 46(6): 90-96. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201306017.htm
    [27]
    HE Wei, XIE Wei-ping. Field measurement of the subway train loading in a car depot[J]. Journal of Vibration and Shock, 2016, 35(8): 132-137. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201608020.htm
    [28]
    XIE Wei-ping, CHEN Yan-ming, YAO Chun-qiao. Vibration analysis of train depot over-track buildings induced by train load[J]. Journal of Vibration and Shock, 2016, 35(8): 110-115. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201608017.htm
    [29]
    FENG Qing-song, WANG Zi-yu, LIU Quan-min, et al. Vibration characteristics of metro depot upper building under double vibration source excitation[J]. Journal of Traffic and Transportation Engineering, 2019, 19(4): 59-69. (in Chinese). http://transport.gfscw.cn/article/id/201904006
    [30]
    WU Yu-bin, ZHANG Bin, LIU Ying-hua, et al. Law of vibrations influence of subway on metro depot superstructure[J]. Journal of the China Railway Society, 2015, 37(8): 98-103. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-TDXB201508020.htm
    [31]
    HE Lei, SONG Rui-xiang, WU Yu-bin, et al. Analysis on actual measurement of train speed influence on the vibration of over-track building of metro-depot[J]. Building Structure, 2015, 45(19): 96-99. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201519025.htm
    [32]
    JIN Hao, LIU Wei-ning. Experimental study on vibration reduction characteristics of ladder track with different arrangement of sleeper pads[J]. China Civil Engineering Journal, 2015, 48(2): 73-78. (in Chinese). http://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201502012.htm
    • Relative Articles
    • Supplements(0)
    • Cited By

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (2322) PDF downloads(769) Cited by()
    Related

    Website copyright Journal of Traffic and Transportation Engineering Editorial Department陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang'an University, Middle Section of South 2nd Ring Road, Xi'an, China（710064） Tel：029-82334388 Email：jygc@gfscw.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return