AbstractAbout AuthorsReferences
Subway lines are sources of increased vibration, which is transmitted through the ground to the buildings located up to 40 m from the tunnel axis and spreading over it, often exceeding the vibration limits specified by sanitary standards or mechanical safety requirements. Reducing exceeding values on the designed or operating metro lines is possible by application of a vibration-isolation of the upper track structure, the most effective of which is the «mass-spring» system or “floating slab”. The article gives an analysis of the current analogues under operation, as well as the provisions for the design of this system subjected to the moving load as an infinitely long beam lying on a nonlinear-elastic foundation. The vibration isolation efficiency of this system during the movement of trains is estimated.
V.A. SMIRNOV, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
Scientific-Research Institute of Building Physics of the Russian Academy architecture and construction sciences (21, Lokomotivniy Driveway, Moscow,127238, Russian Federation)
1. Smirnov V., Tsukernikov I. To the Question of Vibration Levels Prediction Inside Residential Buildings Caused by Underground Traffic. Procedia Engineering. 2017. No. 176, pp. 371–380.
2. Smirnov V.A., Filippova P.A., Tsukernikov I.Ye. Analysis of vibrations in a residential building located in the technical area of the subway. Biosfernaya sovmestimost’: chelovek, region, tekhnologii. 2017. No. 3 (19), pp. 87–95. (In Russian).
3. Smirnov V.A., Tsukernikov I.Ye. Experimental studies of vibration levels of floors of residential buildings caused by the movement of underground trains. Stroitel’stvo i rekonstruktsiya. 2016. No. 4 (66). pp. 85–92. (In Russian).
4. Rudneva Ye.A. Analysis of the results of measurements of vibration levels in residential houses during the movement of metro trains carried out by the specialists of the FBTSZ «Center for Hygiene and Epidemiology in Moscow between 2014 and 2017». Sbornik materialov mezhdunarodnoy nauchno-prakticheskoy konferentsii «Problemy ekologicheskoy bezopasnosti, energosberezheniye v stroitel’stve i ZHKKH». Moskva – Kavala. 2017, pp. 22–26. (In Russian).
5. Sheng X., Jones C.J.C., Thompson D.J. A theoretical study of the influence of the track on train-induced ground vibration. Jour-nal of Sound and Vibration. 2004. No. 272 (3–5), pp. 909–936.
6. Sheng X., Jones C.J.C., Thompson D.J. A theoretical model for ground vibration from trains generated by vertical track irregularities. Journal of Sound and Vibration. 2004. No. 272 (3–5), pp. 937–965.
7. Kaewunruen, Sakdirat & Aikawa, Akira & Remennikov, Alex. Vibration Attenuation at Rail Joints through under Sleeper Pads. Procedia Engineering. 2017. No. 189, pp. 193-198.
8. Dudkin E.P.; Andreeva L.A.; Sultanov N.N. Methods of Noise and Vibration Protection on Urban Rail Transport. Procedia Engineering. 2017. No. 189, pp. 829–835.
9. Talbot Hunt. Isolation of Buildings from Rail-Tunnel Vibration: a Review. Building Acoustics. 2003. No. 10, pp. 177–192.
10. Smirnov V.A. New vibration isolation upper-track structures. Yevraziya-vesti. 2018. No. 4, pp. 21 (In Russian).
11. Gorst A., Dorman I., Bogomolov G., Muromtsev YU. Vibration isolation design of the lower track structure. Metrostroy. 1981. No. 2, pp. 13–15. (In Russian).
12. Baraboshin V.F. The main parameters of the new design of the metro routes with increased vibro-protective properties. Trudy VNIIZHT. 1981. No. 630, pp. 26–53. (In Russian).
13. Gerber T., Hengelmann A., Laborenz P., Rubi T., Trovato M., Ziegler A. Feste Fahrbahn mit Erschütterungs- und Körperschallschutz. Hrsg.: Der Eisenbahningenieur. Eurailpress, Hamburg März. 2012, pp.27–32.
14. Berger P.; Lang J.; Österreicher M.; Steinhauser P. Wirksamkeit der Schutzmaßnahmen gegen U-Bahn-Immissionen für den Wiener Musikverein. Zement und Beton. 2005. No. 2, pp. 20–27.
15. Smith G. M., Bierman R. L., Zitek S. J. Determination of dynamic properties of elastomers over broad frequency range. Experimental Mechanics. 1983. Vol. 23, pp. 158–164.
16. Lombaert G., Degrande G., Vanhauwere B., Vandeborght B., François S. The control of groundborne vibrations from railway traffic by means of continuous floating slabs. Journal of Sound and Vibration. 2006. No. 297, pp. 946–961.
17. Ruge P., Birk C. A comparison of infinite Timoshenko and Euler–Bernoulli beam models on Winkler foundation in the frequency- and time-domain. Journal of Sound and Vibration. 2007. No. 304, pp. 932–947.
2. Smirnov V.A., Filippova P.A., Tsukernikov I.Ye. Analysis of vibrations in a residential building located in the technical area of the subway. Biosfernaya sovmestimost’: chelovek, region, tekhnologii. 2017. No. 3 (19), pp. 87–95. (In Russian).
3. Smirnov V.A., Tsukernikov I.Ye. Experimental studies of vibration levels of floors of residential buildings caused by the movement of underground trains. Stroitel’stvo i rekonstruktsiya. 2016. No. 4 (66). pp. 85–92. (In Russian).
4. Rudneva Ye.A. Analysis of the results of measurements of vibration levels in residential houses during the movement of metro trains carried out by the specialists of the FBTSZ «Center for Hygiene and Epidemiology in Moscow between 2014 and 2017». Sbornik materialov mezhdunarodnoy nauchno-prakticheskoy konferentsii «Problemy ekologicheskoy bezopasnosti, energosberezheniye v stroitel’stve i ZHKKH». Moskva – Kavala. 2017, pp. 22–26. (In Russian).
5. Sheng X., Jones C.J.C., Thompson D.J. A theoretical study of the influence of the track on train-induced ground vibration. Jour-nal of Sound and Vibration. 2004. No. 272 (3–5), pp. 909–936.
6. Sheng X., Jones C.J.C., Thompson D.J. A theoretical model for ground vibration from trains generated by vertical track irregularities. Journal of Sound and Vibration. 2004. No. 272 (3–5), pp. 937–965.
7. Kaewunruen, Sakdirat & Aikawa, Akira & Remennikov, Alex. Vibration Attenuation at Rail Joints through under Sleeper Pads. Procedia Engineering. 2017. No. 189, pp. 193-198.
8. Dudkin E.P.; Andreeva L.A.; Sultanov N.N. Methods of Noise and Vibration Protection on Urban Rail Transport. Procedia Engineering. 2017. No. 189, pp. 829–835.
9. Talbot Hunt. Isolation of Buildings from Rail-Tunnel Vibration: a Review. Building Acoustics. 2003. No. 10, pp. 177–192.
10. Smirnov V.A. New vibration isolation upper-track structures. Yevraziya-vesti. 2018. No. 4, pp. 21 (In Russian).
11. Gorst A., Dorman I., Bogomolov G., Muromtsev YU. Vibration isolation design of the lower track structure. Metrostroy. 1981. No. 2, pp. 13–15. (In Russian).
12. Baraboshin V.F. The main parameters of the new design of the metro routes with increased vibro-protective properties. Trudy VNIIZHT. 1981. No. 630, pp. 26–53. (In Russian).
13. Gerber T., Hengelmann A., Laborenz P., Rubi T., Trovato M., Ziegler A. Feste Fahrbahn mit Erschütterungs- und Körperschallschutz. Hrsg.: Der Eisenbahningenieur. Eurailpress, Hamburg März. 2012, pp.27–32.
14. Berger P.; Lang J.; Österreicher M.; Steinhauser P. Wirksamkeit der Schutzmaßnahmen gegen U-Bahn-Immissionen für den Wiener Musikverein. Zement und Beton. 2005. No. 2, pp. 20–27.
15. Smith G. M., Bierman R. L., Zitek S. J. Determination of dynamic properties of elastomers over broad frequency range. Experimental Mechanics. 1983. Vol. 23, pp. 158–164.
16. Lombaert G., Degrande G., Vanhauwere B., Vandeborght B., François S. The control of groundborne vibrations from railway traffic by means of continuous floating slabs. Journal of Sound and Vibration. 2006. No. 297, pp. 946–961.
17. Ruge P., Birk C. A comparison of infinite Timoshenko and Euler–Bernoulli beam models on Winkler foundation in the frequency- and time-domain. Journal of Sound and Vibration. 2007. No. 304, pp. 932–947.
For citation: Smirnov V.A. Vibro-protection of subway upper track structure of with the use of the structure of “mass-spring” type. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 6, pp. 32–35. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2018-6-32-35