Structural Engineering and Mechanics

  • 제71권2호
  • /
  • Pages.131-138
  • /
  • 2019
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Serviceability assessment of subway induced vibration of a frame structure using FEM

  • Ling, Yuhong (Department of Civil Engineering and Transportation, South China University of Technology) ;
  • Gu, Jingxin (Department of Civil Engineering and Transportation, South China University of Technology) ;
  • Yang, T.Y. (Department of Civil Engineering, The University of British Columbia) ;
  • Liu, Rui (Architectural Design and Research Institute of SCUT) ;
  • Huang, Yeming (5Shum Yip Land Company Limited)
  • 투고 : 2019.01.14
  • 심사 : 2019.03.21
  • 발행 : 2019.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

It is necessary to predict subway induced vibration if a new subway is to be built. To obtain the vibration response reliably, a three-dimensional (3D) FEM model, consisting of the tunnel, the soil, the subway load and the building above, is established in MIDAS GTS NX. For this study, it is a six-story frame structure built above line 3 of Guangzhou metro. The entire modeling process is described in detail, including the simplification of the carriage load and the determination of model parameters. Vibration measurements have been performed on the site of the building and the model is verified with the collected data. The predicted and measured vibration response are used together to assess vibration level due to the subway traffic in the building. The No.1 building can meet work and residence comfort requirement. This study demonstrates the applicability of the numerical train-tunnel-soil-structure model for the serviceability assessment of subway induced vibration and aims to provide practical references for engineering applications.

키워드

참고문헌

  1. Feng, S.J., Li, Y.C., Chen, Z.L. and Chen, H.X. (2017), "Response of railway track coupled with a stratified ground consisting of saturated interlayer to high-speed moving train load", Soil Dynam. Earthq. Eng., 102, 25-40. https://doi.org/10.1016/j.soildyn.2017.08.018.
  2. He, C., Zhou, S.H., Guo, P.J. and Gong, Q.M. (2019), "Threedimensional analytical model for the dynamic interaction of twin tunnels in a homogeneous half-space", Acta Mechanica, 230(3), 1159-1179. https://doi.org/10.1007/s00707-018-2330-0.
  3. dos Santos, N.C., Barbosa, J., Calcada, R. and Delgado, R. (2017), "Track-ground vibrations induced by railway traffic: experimental validation of a 3D numerical model", Soil Dynam. Earthq. Eng., 97, 324-344. https://doi.org/10.1016/j.soildyn.2017.03.004.
  4. Feng, S.J., Zhang, X.L., Zheng, Q.T. and Wang, L. (2017), "Simulation and mitigation analysis of ground vibrations induced by high-speed train with three dimensional FEM", Soil Dynam. Earthq. Eng., 118, 66-73. https://doi.org/10.1016/j.soildyn.2017.01.022.
  5. Jin, Q.Y., Thompson, D.J., Lurcock, D.E.J., Toward, M.G.R. and Ntotsios, E. (2018), "A 2.5D finite element and boundary element model for the ground vibration from trains in tunnels and validation using measurement data", J. Sound Vib., 422, 373-389. https://doi.org/10.1016/j.jsv.2018.02.019.
  6. Yang, J.P., Li, P.Z. and Lu, Z. (2018), "Numerical simulation and in-situ measurement of ground-borne vibration due to subway system", Sustainability, 10(7), 2439. https://doi.org/10.3390/su10072439.
  7. Connolly, D.P., Kouroussis, G., Laghrouche, O., Ho, C.L. and Forde, M.C. (2015), "Benchmarking railway vibrations-Track, vehicle, ground and building effects", Construct. Build. Mater., 92, 64-81. https://doi.org/10.1016/j.conbuildmat.2014.07.042.
  8. Lopes, P., Ruiz, J.F., Costa, P.A., Rodriguez, L.M. and Cardoso, A.S. (2016), "Vibrations inside buildings due to subway railway traffic. Experimental validation of a comprehensive prediction model", Sci. Total Environ., 568, 1333-1343. https://doi.org/10.1016/j.scitotenv.2015.11.016.
  9. Lopez-Mendoza, D., Romero, A., Connolly, D.P. and Galvin, P. (2017), "Scoping assessment of building vibration induced by railway traffic", Soil Dynam. Earthq. Eng., 93, 147-161. https://doi.org/10.1016/j.soildyn.2016.12.008.
  10. Kuo, K.A., Papadopoulos, M., Lombaert, G. and Degrande, G. (2019), "The coupling loss of a building subject to railway induced vibrations: Numerical modelling and experimental measurements", J. Sound Vib., 442, 459-481. https://doi.org/10.1016/j.jsv.2018.10.048.
  11. Bian, X.C., Jiang, H.G., Chang, C., Hu, J. and Chen, Y.M. (2015), "Track and ground vibrations generated by high-speed train running on ballastless railway with excitation of vertical track irregularities", Soil Dynam. Earthq. Eng., 76, 29-43. https://doi.org/10.1016/j.soildyn.2015.02.009.
  12. Yang, W.G., Wang, M., Shi, J.Q., Ge, J.Q., Zhang, N. and Ma, B.T. (2015), "Performance study on the whole vibration process of a museum induced by metro", Struct. Eng. Mech., 55(2), 413-434. http://dx.doi.org/10.12989/sem.2015.55.2.413.
  13. Kouroussis, G., Florentin, J. and Verlinden, O. (2016), "Ground vibrations induced by intercity/interregion trains: a numerical prediction based on the multibody/finite element modeling approach", J. Vib. Control, 22(20), 4192-4210. https://doi.org/10.1177/1077546315573914.
  14. Zou, C., Wang, Y.M., Wang, P. and Guo, J.X. (2015), "Measurement of ground and nearby building vibration and noise induced by trains in a metro depot", Sci. Total Environ., 536, 761-773. https://doi.org/10.1016/j.scitotenv.2015.07.123.
  15. Zou, C., Wang, Y.M., Moore, J.A. and Sanayei, M. (2017), "Traininduced field vibration measurements of ground and over-track buildings", Sci. Total Environ., 575, 1339-1351. https://doi.org/10.1016/j.scitotenv.2016.09.216.
  16. Zou, C., Moore, J.A., Sanayei, M. and Wang, Y.M. (2018), "Impedance model for estimating train-induced building vibrations", Eng. Struct., 172, 739-750. https://doi.org/10.1016/j.engstruct.2018.06.032.
  17. GB/T 50355-2005 (2005), "Standard of limit and measurement method of vibration in the room of residential buildings", Ministry of Housing and Urban-Rural Development of the Peoples' Republic of China; Beijing, China.
  18. Auersch, L. (2005), "The excitation of ground vibration by rail traffic: theory of vehicle-track-soil interaction and measurements on high-speed lines", J. Sound Vib., 284(1-2), 103-132. https://doi.org/10.1016/j.jsv.2004.06.017.
  19. Shibata A. and Sozen M.A. (1976), "Substitute structure method for seismic design in R/C", J. Struct. Division, 102(1), 1-18. https://doi.org/10.1061/JSDEAG.0004250
  20. Lai, J.X., Wang, K.Y., Qiu, J.L., Niu, F.Y., Wang, J.B. and Chen, J.X. (2016), "Vibration response characteristics of the cross tunnel structure", Shock Vib., http://dx.doi.org/10.1155/2016/9524206.
  21. Ling, Y.H., Wu, J.Z. and Ma, H.W. (2015), "Effects of subway vibration on a frame structure and its vibration isolation", J. Vib. Shock, 34(4), 184-189.
  22. Li, Q.T., Luo, Y. and Liu, Y. (2016), "Experimental research on identification of ground-borne noise from subway lines based on partial coherence analysis", Proceedings of the 12th International Conference on Vibration Problems (ICOVP), Guwahati, India, December.
  23. Kouroussis, G., Connolly, D.P., Alexandrou, G. and Vogiaztzis, K. (2015), "Railway ground vibrations induced by wheel and rail singular defects", Vehicle Syst. Dynam., 53(10), 1500-1519. https://doi.org/10.1080/00423114.2015.1062116.

피인용 문헌

  1. A Novel Ring Spring Vibration Isolator for Metro Superstructure vol.11, pp.18, 2019, https://doi.org/10.3390/app11188422