Vibroacoustic aspects of accommodation and public spaces in over-track structures

Capa

Citar

Texto integral

Acesso aberto Acesso aberto
Acesso é fechado Acesso está concedido
Acesso é fechado Somente assinantes

Resumo

Rail transport is one of the main sources of vibroacoustic impact on the surrounding area. Provision of comfortable living environment for the population is one of the priority tasks of engineering, technical and socio-economic importance. At the same time, construction of over-track buildings and structures within the boundaries of influence of linear objects can become one of the promising directions of urban environment development. However, the close location of the source of rail transport makes their use difficult. Fast and accurate prediction of vibration levels caused by train operation, its impact on the environment and effective recommendations for comprehensive vibration reduction and isolation design are the basis for promoting rapid and favourable development of rail transport.

Texto integral

Acesso é fechado

Sobre autores

V. Smirnov

Scientific-Research Institute of Building Physics of RAACS; National Research Moscow State University of Civil Engineering

Autor responsável pela correspondência
Email: belohvost@list.ru

Candidate of Sciences (Engineering)

Rússia, 21, Lokomotivniy Driveway, Moscow, 127238; 26, Yaroslavskoe Highway, Moscow, 129337

D. Malov

Scientific-Research Institute of Building Physics of RAACS

Email: malovdavid97@mail.ru

Engineer

Rússia, 21, Lokomotivniy Driveway, Moscow, 127238

E. Garber

Scientific-Research Institute of Building Physics of RAACS; National Research Moscow State University of Civil Engineering

Email: grenadefleur@gmail.com

Engineer

Rússia, 21, Lokomotivniy Driveway, Moscow, 127238; 26, Yaroslavskoe Highway, Moscow, 129337

Bibliografia

  1. Larina N.A. Railway territories – prospects for the development of the city of Moscow. Arkhitektura i Sovremennye Informatsionnye Tekhnologii. 2014. No. 3 (28), p. 6. (In Russian). EDN: QWHBAR
  2. Nye T. Construction above, adjacent to and under future and existing rail infrastructure. In CORE 2016: Maintaining the Momentum. Melbourne: Railway Technical Society of Australasia, Melbourne. 2016, pp. 540–549. https://search.informit.org/doi/10.3316/informit.435208753903374
  3. Price B. Development: out of thin air: the potential for high-rise housing over rail lines. CTBUH Journal. 2018. No. 3, pp. 34–41. https://www.jstor.org/stable/26768091
  4. Zou C., Wang Y., Moore J.A., Sanayei M. Train-induced field vibration measurements of ground and over-track buildings. Science of The Total Environment. 2017. No. 575, pp. 1339–1351. https://doi.org/10.1016/j.scitotenv.2016.09.216
  5. Zou C., Wang Y., Wang P., Guo J. Measurement of ground and nearby building vibration and noise induced by trains in a metro depot. Science of The Total Environment. 2015. No. 536, pp. 761–773. https://doi.org/10.1016/j.scitotenv.2015.07.123
  6. Kaskov Yu.N., Farkhatdinov G.A., Podkorytov Yu.I., Khusnutdinova N.S. Modern aspects of the state and improvement of sanitary and epidemiological welfare of workers and passengers of Russian railway transport. Gigiena i Sanitariya. 2013. Vol. 92. No. 5, pp. 24–26. (In Russian). EDN: RKRXGV
  7. Smirnov V.A., Savulidi M.Yu., Smolyakov M.Yu. Assessment of the impact of vibration on buildings and structures in the zone of influence of the railway. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2022. No. 11, pp. 36–40. (In Russian). EDN: ZWPEY. https://doi.org/10.31659/0044-4472-2022-11-36-40
  8. Butorina M.V., Kuklin D.A., Matveev P.V., Oleinikov A.Yu. Evaluation of railway noise and development of noise protection measures. Vestnik of the Rostov State University of Railway Communications. 2019. No. 2 (74), pp. 57–65. (In Russian). EDN: MTHZNJ
  9. Blidberg K. Railway noise issues in Sweden. In Presentation held on 7th Annual Workshop on Railway Noise, Paris. 2011, November 8–9.
  10. Ruiz Sierra M.R. Noise Control Measures in Spanish Planning and Management. In Presentation held on 7th Annual Workshop on Railway Noise, Paris. 2011, November 8–9.
  11. Georges Kouroussis, Harris P. Mouzakis and Konstantinos E. Vogiatzis. Structural impact response for assessing railway vibration induced on buildings. Mechanics and Industry. 2007. https://doi.org/10.1051/meca/2017043
  12. Smirnov V.A. Protection of load-bearing structures of buildings from the influence of vibration created by railway transport. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2020. No. 12, pp. 40–46. (In Russian). EDN: SYVYSQ. https://doi.org/10.31659/0044-4472-2020-12-40-46
  13. 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
  14. Connolly D.P., Kouroussis G., Laghrouche O., Ho C., Forde M.C. Benchmarking railway vibrations – track, vehicle, ground and building effects. Construction Building Materials. 2015. No. 92, pp. 64–81. EDN: XPBFMD
  15. Smirnov V., Cherkasova D., Lebedev A., Smolyakov M. Vibration data probability analysis inside residential premises adjacent to underground train lines. IOP Conference Series: Materials Science and Engineering: International Science and Technology Conference «FarEastCon 2019». Vladivostok, Russky Island, 2019, October 01–04. Vol. 753, 2, Chapter 1. Vladivostok: Institute of Physics Publishing, 2020. P. 022082. EDN: EXGGHX. https://doi.org/10.1088/1757-899X/753/2/022082

Arquivos suplementares

Arquivos suplementares
Ação
1. JATS XML
Baixar
2. Fig. 1. Examples of buildings combined with rail tracks: a – Transport hub «Nizhegorodskaya»; b – Transport hub «Kryukovo»; c – railway station, Samara

Baixar (275KB)
Metadados
3. Fig. 2. Forecast of vibration and structural noise levels for the oversight construction facility using the Dolgoprudnaya stopping point by the Moscow Railway: a – KE model of the building of the future station complex; b – field measurements of vibration on the site of future construction

Baixar (1MB)
Metadados
4. Fig 3. Vibration isolation of the aboveground part of the building: a – using elastomeric materials; b – using rubber-metal vibro insulators

Baixar (284KB)
Metadados
5. Fig. 4. Vibration isolation of the upper structure of the path: a – luster base; b – ballast base

Baixar (262KB)
Metadados
6. Fig. 5. The concept of the oversight structure using the railway track «in the box»

Baixar (149KB)
Metadados

Declaração de direitos autorais © Advertising publishing company "STROYMATERIALY", 2025