AbstractAbout AuthorsReferences
Currently, the railway network is widely developed, many of which pass through settlements and cities; in some proximity to buildings, including high-rise buildings. The movement of trains on the track causes a certain level of vibrations that are transmitted through the ground to nearby buildings, and cause vibrations of various structures. In this regard, when designing railway tracks or constructing buildings in some proximity to railways, it is necessary to assess the possible vibration impact of rail transport on structures at the design stage and, if necessary, provide measures to protect buildings from negative vibration effects. However, to date, there has not been a standardized method for determining the vibration level at the design stage. The method of predicting the vibration impact of railway transport presented in the article will make it possible to estimate the degree of vibration impact of railway transport on buildings and structures at the design stage, and, if necessary, develop design solutions for vibration isolation that protect buildings and structures from negative vibration effects and create acoustic comfort conditions in the premises.
V.A. SMIRNOV1, 2, Candidate of Sciences (Engineering), (This email address is being protected from spambots. You need JavaScript enabled to view it.)
1 Research Institute of Building Physics of the Russian Academy of Architecture and Construction Sciences (2, Lokomotivny proezd, Moscow, 127238, Russian Federation)
2 National Research Moscow State University of Civil Engineering (26, Yaroslavskoye Shosse, Moscow, 129337, Russian Federation)
1. Смирнов В.А., Цукерников И.Е. Экспериментальные исследования уровней вибрации перекрытий жилых зданий, вызванных движением поездов метрополитена // Строительство и реконструкция. 2016. № 4 (66). 2016. С. 85–92.
1. Smirnov V.A., Tsukernikov I.E. Experimental studies of the vibration levels of residential building floors caused by the movement of subway trains. Stroitelstvo i reconstructcia. 2016. No. 4 (66), pp. 85–92. (In Russian).
2. Ren X., Wu J., Tang Y., Yang J. Propagation and attenuation characteristics of the vibration in soft soil foundations induced by high-speed trains. Soil Dynamics and Earthquake Engineering. 2019. No. 117, pp. 374–383. https://doi.org/10.1016/j.soildyn.2018.11.004
3. Rees J., Gomez-Agustina L. Assessment of ground-borne vibration from underground trains on a proposed residential development. Euronoise. 2018, May. Crete, Greece, pp. 1455–1462.
4. Ma M., Liu W.N., Liu W.F. Research progresses of prediction method and uncertainty of train-induced environmental vibration. Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering. Chang’an University. 2020, June 1. https://doi.org/10.19818/j.cnki.1671-1637.2020.03.001
5. Смирнов В.А. Экспериментально-численная оценка уровней вибраций конструкции фундамента высокоточного оборудования // Жилищное строительство. 2016. № 6. С. 33–37.
5. Smirnov V.A. Experimental and numerical assessment of vibration levels of the foundation structure of high-precision equipment. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2016. No. 6, pp. 33–37. (In Russian).
6. Smirnov V., Tsukernikov I. To the Question of vibration levels prediction inside residential buildings caused by underground traffic. Procedia Engineering. 2017. Vol. 176, pp. 371–380.
7. Railroad F. High-speed ground transportation noise and vibration impact assessment high-speed ground transportation noise and vibration impact assessment. 1998.
8. Connolly D.P., Marecki G.P., Kouroussis G., Thalassinakis I., Woodward P.K. The growth of railway ground vibration problems – A review. Science of the Total Environment. 2016. 568, pp. 1276–1282. https://doi.org/10.1016/j.scitotenv.2015.09.101
9. Cardona J., Romeu J., Arcos R., Balastegui A. A ground-borne vibration assessment model for rail systems at-grade. In 39th International Congress on Noise Control Engineering 2010, INTER-NOISE 2010. Vol. 4, pp. 3154–3163.
10. Hunt H. E. M., Hussein M. F. M. Ground-borne vibration transmission from road and rail systems: prediction and control. In Handbook of Noise and Vibration Control. 2008, pp. 1458–1469. John Wiley and Sons. https://doi.org/10.1002/9780470209707.ch123
11. Bahrekazemi M. Train-induced ground vibration and its prediction. division of soil and rock mechanics dept of civil and architectural engineering royal institute of technology TRITAJOB PHD. 2004. 1005, pp. 1650–9501.
12. Karlström A., Boström A. An analytical model for train-induced ground vibrations from railways. Journal of Sound and Vibration. 2006. 292 (1–2), pp. 221–241. https://doi.org/10.1016/j.jsv.2005.07.041
13. Howarth H.V.C., Griffin M.J. The relative importance of noise and vibration from railways. Applied Ergonomics. 1990. 21 (2), pp. 129–134. https://doi.org/10.1016/0003-6870(90)90135-K
14. Jones C.J.C., Block J.R. Prediction of ground vibration from freight trains. Journal of Sound and Vibration. 1996. 193 (1), pp. 205–213. https://doi.org/10.1006/jsvi.1996.0260
15. Смирнов В.А. Снижение динамических нагрузок при передаче колебательной энергии через фундаментную конструкцию // Известия высших учебных заведений. Технология текстильной промышленности. 2018. № 3 (375). С. 198–201.
15. Smirnov V.A. Reduction of dynamic loads during transmission of vibrational energy through the foundation structure. Izvestiya vysshih uchebnyh zavedenij. Tekhnologiya tekstil’noj promyshlennosti. 2018. No. 3 (375), pp. 198–201. (In Russian).
16. Смирнов В.А. Виброзащита верхнего строения пути метрополитена с применением конструкции типа «масса-пружина» // Жилищное строительство. 2018. № 6. C. 32–36.
16. Smirnov V.A. Vibration protection of the superstructure of the subway track using a «mass-spring» construction. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 6, pp. 32–36. (In Russian).
17. Smirnov V.A. Numerical analysis of long-haul structure laying on nonlinear foundation subjected to moving load. 2018. IOP Conf. Ser.: Mater. Sci. Eng. 456 012061
18. Смирнов В.А. Защита исторических памятников от вибраций, вызванных движением рельсового транспорта // БСТ. 2018. № 8. С. 23–25.
18. Smirnov V.A. Protection of historical monuments from vibrations caused by rail traffic. BST. 2018. No. 8, pp. 23–25. (In Russian).
19. Smirnov V., Cherkasova D., Lebedev A., Smolyakov M. Vibration data probability analysis inside residential premises adjacent to underground train lines. in IOP Conference Series: Materials Science and Engineering. Institute of Physics Publishing. 2020. Vol. 753. https://doi.org/10.1088/1757-899X/753/2/022082
20. Smirnov V. Basement vibration isolation efficiency investigation. IOP Conference Series: Materials Science and Engineering, 2020. 896, 012020. https://doi.org/10.1088/1757-899x/896/1/012020
1. Smirnov V.A., Tsukernikov I.E. Experimental studies of the vibration levels of residential building floors caused by the movement of subway trains. Stroitelstvo i reconstructcia. 2016. No. 4 (66), pp. 85–92. (In Russian).
2. Ren X., Wu J., Tang Y., Yang J. Propagation and attenuation characteristics of the vibration in soft soil foundations induced by high-speed trains. Soil Dynamics and Earthquake Engineering. 2019. No. 117, pp. 374–383. https://doi.org/10.1016/j.soildyn.2018.11.004
3. Rees J., Gomez-Agustina L. Assessment of ground-borne vibration from underground trains on a proposed residential development. Euronoise. 2018, May. Crete, Greece, pp. 1455–1462.
4. Ma M., Liu W.N., Liu W.F. Research progresses of prediction method and uncertainty of train-induced environmental vibration. Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering. Chang’an University. 2020, June 1. https://doi.org/10.19818/j.cnki.1671-1637.2020.03.001
5. Смирнов В.А. Экспериментально-численная оценка уровней вибраций конструкции фундамента высокоточного оборудования // Жилищное строительство. 2016. № 6. С. 33–37.
5. Smirnov V.A. Experimental and numerical assessment of vibration levels of the foundation structure of high-precision equipment. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2016. No. 6, pp. 33–37. (In Russian).
6. Smirnov V., Tsukernikov I. To the Question of vibration levels prediction inside residential buildings caused by underground traffic. Procedia Engineering. 2017. Vol. 176, pp. 371–380.
7. Railroad F. High-speed ground transportation noise and vibration impact assessment high-speed ground transportation noise and vibration impact assessment. 1998.
8. Connolly D.P., Marecki G.P., Kouroussis G., Thalassinakis I., Woodward P.K. The growth of railway ground vibration problems – A review. Science of the Total Environment. 2016. 568, pp. 1276–1282. https://doi.org/10.1016/j.scitotenv.2015.09.101
9. Cardona J., Romeu J., Arcos R., Balastegui A. A ground-borne vibration assessment model for rail systems at-grade. In 39th International Congress on Noise Control Engineering 2010, INTER-NOISE 2010. Vol. 4, pp. 3154–3163.
10. Hunt H. E. M., Hussein M. F. M. Ground-borne vibration transmission from road and rail systems: prediction and control. In Handbook of Noise and Vibration Control. 2008, pp. 1458–1469. John Wiley and Sons. https://doi.org/10.1002/9780470209707.ch123
11. Bahrekazemi M. Train-induced ground vibration and its prediction. division of soil and rock mechanics dept of civil and architectural engineering royal institute of technology TRITAJOB PHD. 2004. 1005, pp. 1650–9501.
12. Karlström A., Boström A. An analytical model for train-induced ground vibrations from railways. Journal of Sound and Vibration. 2006. 292 (1–2), pp. 221–241. https://doi.org/10.1016/j.jsv.2005.07.041
13. Howarth H.V.C., Griffin M.J. The relative importance of noise and vibration from railways. Applied Ergonomics. 1990. 21 (2), pp. 129–134. https://doi.org/10.1016/0003-6870(90)90135-K
14. Jones C.J.C., Block J.R. Prediction of ground vibration from freight trains. Journal of Sound and Vibration. 1996. 193 (1), pp. 205–213. https://doi.org/10.1006/jsvi.1996.0260
15. Смирнов В.А. Снижение динамических нагрузок при передаче колебательной энергии через фундаментную конструкцию // Известия высших учебных заведений. Технология текстильной промышленности. 2018. № 3 (375). С. 198–201.
15. Smirnov V.A. Reduction of dynamic loads during transmission of vibrational energy through the foundation structure. Izvestiya vysshih uchebnyh zavedenij. Tekhnologiya tekstil’noj promyshlennosti. 2018. No. 3 (375), pp. 198–201. (In Russian).
16. Смирнов В.А. Виброзащита верхнего строения пути метрополитена с применением конструкции типа «масса-пружина» // Жилищное строительство. 2018. № 6. C. 32–36.
16. Smirnov V.A. Vibration protection of the superstructure of the subway track using a «mass-spring» construction. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 6, pp. 32–36. (In Russian).
17. Smirnov V.A. Numerical analysis of long-haul structure laying on nonlinear foundation subjected to moving load. 2018. IOP Conf. Ser.: Mater. Sci. Eng. 456 012061
18. Смирнов В.А. Защита исторических памятников от вибраций, вызванных движением рельсового транспорта // БСТ. 2018. № 8. С. 23–25.
18. Smirnov V.A. Protection of historical monuments from vibrations caused by rail traffic. BST. 2018. No. 8, pp. 23–25. (In Russian).
19. Smirnov V., Cherkasova D., Lebedev A., Smolyakov M. Vibration data probability analysis inside residential premises adjacent to underground train lines. in IOP Conference Series: Materials Science and Engineering. Institute of Physics Publishing. 2020. Vol. 753. https://doi.org/10.1088/1757-899X/753/2/022082
20. Smirnov V. Basement vibration isolation efficiency investigation. IOP Conference Series: Materials Science and Engineering, 2020. 896, 012020. https://doi.org/10.1088/1757-899x/896/1/012020
For citation: Smirnov V.A. Protection of bearing structures of buildings against the influence of vibration generated by railway transport. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2020. No. 12, pp. 40–46. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2020-12-40-46