Volume 23 Issue 1
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ZOU Chao, FENG Qing-song, HE Wei. Research review on environmental vibrations in metro depot and over-track buildings induced by train operation[J]. Journal of Traffic and Transportation Engineering, 2023, 23(1): 27-46. doi: 10.19818/j.cnki.1671-1637.2023.01.003
Citation: ZOU Chao, FENG Qing-song, HE Wei. Research review on environmental vibrations in metro depot and over-track buildings induced by train operation[J]. Journal of Traffic and Transportation Engineering, 2023, 23(1): 27-46. doi: 10.19818/j.cnki.1671-1637.2023.01.003
shu

Research review on environmental vibrations in metro depot and over-track buildings induced by train operation

doi: 10.19818/j.cnki.1671-1637.2023.01.003
  • 1.

    School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, Guangdong, China

  • 2.

    State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong University, Nanchang 330013, Jiangxi, China

  • 3.

    Faculty of Engineering, China University of Geosciences, Wuhan 430074, Hubei, China

Funds:

National Natural Science Foundation of China 51908139

National Natural Science Foundation of China 52068029

Basic and Applied Basic Research Foundation of Guangdong Province 2021A1515012605

Basic and Applied Basic Research Foundation of Guangdong Province 2022A1515010536

More Information
  • Author Bio:

    ZOU Chao(1988-), male, associate professor, PhD, chao.zou@gdut.edu.cn

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

  • Received Date: 2022-08-10
  • Publish Date: 2023-02-25
    Abstract
  • To deepen the understanding of the factors affecting the environmental vibration in metro depots and over-track buildings, the engineering practices and research achievements were systematically reviewed from five aspects, namely, the characteristics of vibration source, control standard, propagation law, prediction method, and vibration mitigation measures, and the existing problems and future research directions were also discussed. Research results show that the currently available evaluation and control standards for the environmental vibration in metro depots and over-track buildings are not uniform. The metro depot needs to be properly divided on the basis of the current standards so that a scientific, uniform, and reasonable standard can be formulated. The vibration of an over-track building is caused by the energy superposition in the load-bearing structures at different distances from the track. The vibration magnitude is determined by the intensity of the vibration source, the coupling loss between the soil and the building structure, and the energy attenuation of the over-track transfer structure. From the perspective of the composite vibration level, a monotonous increase or decrease in vibration with the floor number is not observed. From the perspective of frequency-dependent vibration level, the low-frequency vibration is characterized by global vibration on different floors, while an attenuation trend is demonstrated by the high-frequency vibration above the peak frequency as the floor number rises. The randomness of the vibration source, the uncertainty of the contact between soil and structure, the vibration propagation characteristics of the over-track building structure, and other factors have great influences on the propagation law of vibration within the building. They are also the key factors determining the accuracy of environmental vibration prediction method. Metro depots should be divided according to the characteristics of the vibration sources, and the different periods of engineering design should be segmented. Further studies should be conducted on vibration prediction methods for over-track buildings with a clear vibration transmission path and convenience for efficient applications. The design of vibration mitigation measures for metro depots is mainly focused on the vibration mitigation at the vibration source. The research and application of vibration isolation technologies for propagation paths and sensitive targets are obviously insufficient. Studies need to be conducted on the vibration isolation effect and applicability of permanent vibration isolation measures for propagation paths in near-source fields, to promote the design and application of vibration mitigation measures for building structures, and realize the comprehensive vibration mitigation design for vibration sources, propagation paths, and sensitive targets.

     

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    • References(88)
  • [1]
    China Association of Metros. Overview of urban rail transit lines of Mainland China in 2022[R]. Beijing: China Association of Metros, 2023. (in Chinese)
    [2]
    ZOU Chao, WANG Yi-min, MOORE J A, et al. Train-induced field vibration measurements of ground and over-track buildings[J]. Science of the Total Environment, 2017, 575: 1339-1351. doi: 10.1016/j.scitotenv.2016.09.216
    [3]
    WU Ying-dong, WU Xue-feng, ZHAN Yue-bin, et al. Discussion on the design of the property structure on the subway[J]. Building Structure, 2016, 46(16): 34-40. (in Chinese) doi: 10.19701/j.jzjg.2016.16.007
    [4]
    MA Xiao-hua, QU Cun, ZHENG Rui-wu. Research on technologies of track vibration and noise control for the development of subway depot superstructure[J]. Modern Transportation Technology, 2021, 18(2): 83-88. (in Chinese) doi: 10.3969/j.issn.1672-9889.2021.02.017
    [5]
    DU Lin-lin, LIU Wei-ning, LIU Wei-feng, et al. Computation and analysis of evaluation indicators of environmental vibration induced by urban rail transit[J]. Urban Rapid Rail Transit, 2017, 30(5): 40-45. (in Chinese) doi: 10.3969/j.issn.1672-6073.2017.05.007
    [6]
    MA Meng, ZHANG Hou-gui. Research advance of the exposure-response relationship between railway vibration and human comfort[J]. Noise and Vibration Control, 2021, 41(1): 1-5, 26. (in Chinese) doi: 10.3969/j.issn.1006-1355.2021.01.001
    [7]
    HE Lei, SONG Rui-xiang, WU Yu-bin, et al. Analysis on actual measurement of train speed influence on the vibration of over-track buildings of metro-depot[J]. Building Structure, 2015, 45(19): 96-99. (in Chinese) doi: 10.19701/j.jzjg.2015.19.020
    [8]
    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) doi: 10.13465/j.cnki.jvs.2016.08.020
    [9]
    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) doi: 10.13465/j.cnki.jvs.2016.08.017
    [10]
    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) doi: 10.3969/j.issn.1001-8360.2015.08.015
    [11]
    CAO Zhi-liang, GUO Tong, ZHANG Zhi-qiang, et al. Measurement and analysis of vibrations in a residential building constructed on an elevated metro depot[J]. Measurement, 2018, 125: 394-405. doi: 10.1016/j.measurement.2018.05.010
    [12]
    CHEN Yan-ming, FENG Qing-song, LIU Qing-jie, et al. Test and analysis of vibration induced by train operation in sinking metro depot service shop[J]. Journal of Vibration, Measurement and Diagnosis, 2021, 41(3): 532-538, 623. (in Chinese) doi: 10.16450/j.cnki.issn.1004-6801.2021.03.016
    [13]
    CHEN Yan-ming, FENG Qing-song, LIU Qing-jie, et al. Train-induced vibration characteristics in throat area of sinking metro depot[J]. Journal of Traffic and Transportation Engineering, 2020, 20(3): 51-60. (in Chinese) doi: 10.19818/j.cnki.1671-1637.2020.03.004
    [14]
    LUO Xin-wei, WANG Chao-hui, LIU Wen-wu, et al. Test and analysis of the track structure vibration characteristics of sunken double floor depot[J]. Urban Mass Transit, 2020, 23(9): 5-9. (in Chinese) doi: 10.16037/j.1007-869x.2020.09.002
    [15]
    MA Meng, ZHANG Hou-gui, CHEN Qi, et al. Effect of rail surface shortwave irregularity on metro train induced vibration source intensity[J]. China Railway Science, 2021, 42(3): 21-28. (in Chinese) doi: 10.3969/j.issn.1001-4632.2021.03.03
    [16]
    MA Meng, LI Ming-hang, TAN Xin-yu, et al. Influence analysis on track vibration due to coupled irregularity excitation of metro wheel-track[J]. Engineering Mechanics, 2021, 38(5): 191-198. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX202105018.htm
    [17]
    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: 761-733. doi: 10.1016/j.scitotenv.2015.07.123
    [18]
    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) doi: 10.3969/j.issn.1671-1637.2019.04.006
    [19]
    KUO K A, PAPADOPOULOS M, LOMBAERT G, et al. The coupling loss of a building subject to railway induced vibrations: numerical modelling and experimental measurements[J]. Journal of Sound and Vibration, 2019, 442: 459-481. doi: 10.1016/j.jsv.2018.10.048
    [20]
    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
    [21]
    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
    [22]
    LI Xiao-lin, TAO Lian-jin, ZHANG Ding-sheng. Study on vibration effects induced by subway train on structures of subway depot cover development[J]. Urban Rapid Rail Transit, 2014, 27(3): 13-17. (in Chinese) doi: 10.3969/j.issn.1672-6073.2014.03.004
    [23]
    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) doi: 10.15951/j.tmgcxb.2013.06.017
    [24]
    YUAN Kui. Vibration characteristics analysis and vibration isolation research of metro depot over-track buildings[D]. Wuhan: Wuhan University of Technology, 2019. (in Chinese)
    [25]
    HE Lei, SONG Rui-xiang, WU Yu-bin, et al. Study on vibration response of upper structure on throat area of metro depot[J]. China Environmental Protection Industry, 2019(10): 233-236. (in Chinese) doi: 10.3969/j.issn.1006-5377.2019.10.057
    [26]
    XU Mu-di, YUAN Kui, HUA Yu-meng, et al. Research on vibration serviceability of over-track buildings on the test lines of subway depots[J]. World Earthquake Engineering, 2021, 37(1): 137-143. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SJDC202101016.htm
    [27]
    FRANÇOIS S, PYL L, MASOUMI H R, et al. The influence of dynamic soil-structure interaction on traffic induced vibrations in buildings[J]. Soil Dynamics and Earthquake Engineering, 2007, 27: 655-674. doi: 10.1016/j.soildyn.2006.11.008
    [28]
    LOPES P, RUIZ J F, COSTA P A, et al. Vibrations inside buildings due to subway railway traffic. Experimental validation of a comprehensive prediction model[J]. Science of the Total Environment, 2016, 568: 1333-1343. doi: 10.1016/j.scitotenv.2015.11.016
    [29]
    CAO Zhi-liang. Serviceability analysis and vibration control of elevated metro depot and over-depot residential building complex[D]. Nanjing: Southeast University, 2018. (in Chinese)
    [30]
    LIU Wen-wu, LUO Xin-wei, FENG Qing-song, et al. Vibration testing and assessment of underground metro depots[J]. Noise and Vibration Control, 2019, 39(6): 140-146. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZSZK201906026.htm
    [31]
    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) https://www.cnki.com.cn/Article/CJFDTOTAL-JEXK201606001.htm
    [32]
    GALVÍN P, MENDOZA D L, CONNOLLY D P, et al. Scoping assessment of free-field vibrations due to railway traffic[J]. Soil Dynamics and Earthquake Engineering, 2018, 114: 598-614. doi: 10.1016/j.soildyn.2018.07.046
    [33]
    LÓPEZ-MENDOZA 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
    [34]
    KE Zhong-hao. Research on vibration response of the building cover of a depot in Hefei Metro[D]. Hefei: Hefei University of Technology, 2019. (in Chinese)
    [35]
    LIU Wei-ning, DU Lin-lin, LIU Wei-feng. Study on characteristics of vibration sources of metro trains running in a curved track[J]. Journal of the China Railway Society, 2019, 41(7): 26-33. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB201907006.htm
    [36]
    DU Lin-lin, LIU Wei-ning, LIU Wei-feng, et al. Study on lateral dynamic response of curved track in frequency domain[J]. Journal of the China Railway Society, 2021, 43(6): 95-103. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB202106013.htm
    [37]
    CONNOLLY D P, COSTA P A, KOUROUSSIS G, et al. Large scale international testing of railway ground vibrations across Europe[J]. Soil Dynamics and Earthquake Engineering, 2015, 71: 1-12.
    [38]
    WU Zong-zhen, LIU Wei-ning, MA Long-xiang, et al. Frequency domain analytical method for predicting metro environmental vibration based on soil frequency response function[J]. China Railway Science, 2014, 35(5): 105-112. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK201405016.htm
    [39]
    FENG Qing-song, LEI Xiao-yan, WU Ming-hui. Numerical analysis of building under low-frequency vibrations induced by subway running train[J]. Journal of Railway Science and Engineering, 2007, 4(5): 68-72. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CSTD200705012.htm
    [40]
    ZHANG He-nian, YANG Jian-qiang, SUN Guang-jun, et al. Numerical simulation and model prediction for environmental vibrations induced by metro operation[J]. Journal of Southeast University (Natural Science Edition), 2012, 42(5): 988-993. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX201205035.htm
    [41]
    MA Meng, LIU Wei-ning, QIAN Chun-yu, et al. Study of the train-induced vibration impact on a historic Bell Tower above two spatially overlapping metro lines[J]. Soil Dynamics and Earthquake Engineering, 2016, 81: 58-74.
    [42]
    KOUROUSSIS G, VAN PARYS L, CONTI C, et al. Using three-dimensional finite element analysis in time domain to model railway-induced ground vibrations[J]. Advances in Engineering Software, 2014, 70: 63-76.
    [43]
    HE Chao, ZHOU Shun-hua, GUO Pei-jun. An efficient three-dimensional method for the prediction of building vibrations from underground railway networks[J]. Soil Dynamics and Earthquake Engineering, 2020, 139: 106269.
    [44]
    ZHU Zhi-hui, WANG Fan, LUO Si-hui, et al. Analysis on vertical random vibration of 2.5D discrete support track model under wheel-rail force effect[J]. Journal of the China Railway Society, 2021, 43(6): 104-111. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB202106014.htm
    [45]
    ZHAI Wan-ming, WANG Kai-yun, CAI Cheng-biao. Fundamentals of vehicle-track coupled dynamics[J]. Vehicle System Dynamics, 2009, 47(11): 1349-1376.
    [46]
    CAI Yuan-qiang, CAO Zhi-gang, SUN Hong-lei, et al. Effects of the dynamic wheel-rail interaction on the ground vibration generated by a moving train[J]. International Journal of Solids and Structures, 2010, 47(17): 2246-2259.
    [47]
    LEI Xiao-yan, JIANG Chong-da. Analysis of vibration reduction effect of steel spring floating slab track with finite elements[J]. Journal of Vibration and Control, 2016, 22(6): 1462-1471.
    [48]
    CLOT A, ARCOS R, ROMEU J. Efficient three-dimensional building-soil model for the prediction of ground-borne vibrations in buildings[J]. Journal of Structural Engineering, 2017, 143(9): 4017098.
    [49]
    ZOU Chao, WANG Yi-min, ZHANG Xu, et al. Vibration isolation of over-track buildings in a metro depot by using trackside wave barriers[J]. Journal of Building Engineering, 2020, 30: 101270.
    [50]
    YAO Jin-bao. Study on the train-induced environmental vibrations and isolation measures considering soil-structure interaction[J]. Beijing: Beijing Jiaotong University, 2010. (in Chinese)
    [51]
    HE Wei, XIE Wei-ping. Study on sophisticated calculation model of large-span railway station structures based on vibration serviceability evaluation[J]. China Civil Engineering Journal, 2014, 47(1): 13-23. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201401006.htm
    [52]
    GALVÍN P, DOMÍGUEZ J. Experimental and numerical analyses of vibrations induced by high-speed trains on the Córdoba-Málaga Line[J]. Soil Dynamics and Earthquake Engineering, 2009, 29: 641-657.
    [53]
    LIANG Xu-jie, YANG B, GE Peng-bin, et al. On computation of soil vibrations due to moving train loads by 2.5D approach[J]. Soil Dynamics and Earthquake Engineering, 2017, 101: 204-208.
    [54]
    CHENG Gong, FENG Qing-song, SHENG Xiao-zhen, et al. Using the 2.5D FE and transfer matrix methods to study ground vibration generated by two identical trains passing each other[J]. Soil Dynamics and Earthquake Engineering, 2018, 114: 495-504.
    [55]
    VERBRAKEN H, LOMBAERT G, DEGRANDE G. Verification of an empirical prediction method for railway induced vibrations by means of numerical simulations[J]. Journal of Sound and Vibration, 2011, 330: 1692-1703.
    [56]
    YANG Jian-jin, ZHU Sheng-yang, ZHAI Wan-ming, et al. Prediction and mitigation of train-induced vibrations of large-scale building constructed on subway tunnel[J]. Science of the Total Environment, 2019, 668: 485-499.
    [57]
    LI Xu-ming, CHEN Ye-kai, ZOU Chao, et al. Building coupling loss measurement and prediction due to train-induced vertical vibrations[J]. Soil Dynamics and Earthquake Engineering, 2023, 164: 107644.
    [58]
    WU Yu-bin, SONG Rui-xiang, WU Ya-nan, et al. Study on numerical prediction method for building vibration response caused by the subway train[J]. Journal of Railway Science and Engineering, 2018, 15(11): 2939-2946. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CSTD201811026.htm
    [59]
    GUO Tong, CAO Zhi-liang, ZHANG Zhi-qiang, et al. Numerical simulation of floor vibrations of a metro depot under moving subway trains[J]. Journal of Vibration and Control, 2018, 24(18): 4353-4366.
    [60]
    HOU Bo-wen. Research on subway-building combined structure system coupling dynamics and vibration control[D]. Beijing: Beijing Jiaotong University, 2016. (in Chinese)
    [61]
    SUN Xiao-jing. Prediction of environment vibrations induced by metro trains and mitigation measures analysis[D]. Beijing: Beijing Jiaotong University, 2008. (in Chinese)
    [62]
    LIU Wei-ning, CHEN Jia-liang, WU Zong-zhen, et al. Prediction method of measured deep-hole excitation transfer function for environmental influence of metro train-induced vibration[J]. China Civil Engineering Journal, 2017, 50(9): 82-89. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201709008.htm
    [63]
    SANAYEI M, ZHAO Ning-yu, MAURYA P, et al. Prediction and mitigation of building floor vibrations using a blocking floor[J]. Journal of Structural Engineering, 2012, 138(10): 1181-1192.
    [64]
    SANAYEI M, KAYIPARAMBIL A 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.
    [65]
    ZOU Chao, MOORE J A, SANAYEI M, et al. Efficient impedance model for the estimation of train-induced vibrations in over-track buildings[J]. Journal of Vibration and Control, 2021, 27(7/8): 924-942.
    [66]
    ZOU Chao, CHEN Ying, TAO Zi-yu, et al. Characteristics and prediction method of train-induced horizontal vibration transmission within over-track building of metro depot[J]. Journal of Building Structures, 2022, 43(7): 282-289. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB202207029.htm
    [67]
    MA Meng, LIU Wei-ning, LIU Wei-feng. Research progresses of prediction method and uncertainty of train-induced environmental vibration[J]. Journal of Traffic and Transportation Engineering, 2020, 20(3): 1-16. (in Chinese) doi: 10.19818/j.cnki.1671-1637.2020.03.001
    [68]
    LIU Wei-ning, MA Meng, WANG Wen-bin. Prediction method for subway train-induced environmental vibration responses[J]. China Railway Science, 2013, 34(4): 110-117. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK201304021.htm
    [69]
    LIU Wei, LI Ke-fei, ZHANG Dong-feng. Railway track vibration and noise control for Cigezhuang Depot property development of Beiing Daxing International Airport Express first phase[J]. Railway Investigation and Surveying, 2020, 46(3): 104-107. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TLHC202003021.htm
    [70]
    MA Meng, LI Ming-hang, QU Xiang-yu, et al. Effect of passing metro trains on uncertainty of vibration source intensity: Monitoring tests[J]. Measurement, 2022, 193: 110992.
    [71]
    RAN Lei, MA Jia-jun, SUN Jing-lin, et al. Development and application of high-grade vibration-absorbing fasteners for rail track in internal line of depot with property development[J]. Railway Investigation and Surveying, 2020, 46(3): 146-150. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TLHC202003030.htm
    [72]
    XING Yi, LIANG Chang-de, LIN Chu-juan, et al. Measures and effect analysis of vibration alleviation and noise reduction on metro depot upper property in Shenzhen[J]. Transport Energy Conservation and Environmental Protection, 2015, 11(1): 58-62. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CBJL201501011.htm
    [73]
    WANG Yi-gan, LIU Peng-hui, LI Teng, et al. Tests for effect of track vibration reduction measures in a depot on vibration and noise reduction of a superstructure[J]. Journal of Vibration and Shock, 2020, 39(21): 284-291. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ202021039.htm
    [74]
    JIANG Bo-long, LIU Wei-ning, MA Meng, et al. Selection of periodic piles for vibration isolation of characteristic frequency based on performance evaluation function of band gap[J]. China Railway Science, 2018, 39(6): 29-36. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK201806006.htm
    [75]
    LI Zhi-jiang, HE Zeng, TAN Yan, et al. Isolation analysis of low-frequency vibration from high speed railways by using HWIB[J]. Journal of Huazhong University of Science and Technology (Natural Science Edition), 2011, 39(3): 34-38. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HZLG201103010.htm
    [76]
    XU Ping. Rows of elastic hollow pipe piles as isolation barriers for plane SV waves[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(3): 392-397. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201103016.htm
    [77]
    WU Yu-bin, SONG Rui-xiang, WU Ya-nan, et al. Analysis of piles on noise reduction of building vibration caused by subway operation[J]. Rock and Soil Mechanics, 2020, 41(S2): 233-243. (in Chinese)
    [78]
    WU Yu-bin, SONG Rui-xiang, HE Lei, et al. Isolation effect of barriers on building floor under the vibration induced by trains of ground line[J]. Journal of Vibration Engineering, 2020, 33(2): 322-330. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDGC202002012.htm
    [79]
    MA Xiao-lei, BA Zhen-ning, GAO Yu-hui, et al. Vibration effect of metro operation on buildings along Tianjin Binhai New Area in soft soil areas[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 177-180. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2019S2046.htm
    [80]
    SONG Rui-xiang, ZHANG Xue-gang, SUN Guo-dong, et al. Discussion on the application of two foundation isolation measures in buildings receiving excessive vibration from adjacent subway lines[J]. Noise and Vibration Control, 2018, 38(5): 156-161, 172. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZSZK201805029.htm
    [81]
    XIE Wei-ping, WANG Zheng-yin, SUN Liang-ming. Vibration reduction effect of a new isolation bearing for a metro depot[J]. Journal of Vibration and Shock, 2018, 37(10): 63-70, 93. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201810010.htm
    [82]
    PAN Peng, SHEN Shao-dong, SHEN Zhou-yang, et al. Experimental investigation on the effectiveness of laminated rubber bearings to isolate metro generated vibration[J]. Measurement, 2018, 122: 554-562.
    [83]
    ZHOU Ying, CHEN Peng, LU Dao-yuan, et al. Design and seismic response analysis for multiple buildings with large podium using inter-story isolation technology[J]. China Civil Engineering Journal, 2016, 49(S1): 84-89. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC2016S1015.htm
    [84]
    HE Wen-fu, LUO Hao-jie, XU Hao, et al. Experimental study and application analysis of mechanical performance of 3D isolation/vibration bearings along railway lines[J]. Journal of Vibration Engineering, 2020, 33(6): 1112-1121. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDGC202006002.htm
    [85]
    TANG Kang-sheng, WU Yan, SHENG Tao, et al. Experimental research on base isolation model of over-track high-rise buildings using a new type of bearing[J]. Industrial Construction, 2021, 51(5): 76-81, 163. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GYJZ202105012.htm
    [86]
    TAO Shao-yin. Research on vibration characteristics of vibration isolation system of building floor caused by train[D]. Beijing: Beijing Jiaotong University, 2020. (in Chinese)
    [87]
    YE Peng-fei, LIU Wen-guang, TIAN Kun. Measurement and analysis of vibration isolation effect of building floor near subway[J]. Building Structure, 2020, 50(3): 72-76. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG202003013.htm
    [88]
    ZHENG Guo-chen. State-of-the-art on joint construction system of subway and buildings in China[J]. China Railway Science, 2020, 41(1): 134-141. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK202001019.htm
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