Structural Engineering and Mechanics

  • 제55권5호
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  • Pages.1015-1035
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  • 2015
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Characteristic analysis on train-induced vibration responses of rigid-frame RC viaducts

  • Sun, Liangming (School of Civil Engineering and Architecture, Wuhan University of Technology) ;
  • He, Xingwen (Graduate School of Engineering, Hokkaido University) ;
  • Hayashikawa, Toshiro (Graduate School of Engineering, Hokkaido University) ;
  • Xie, Weiping (School of Civil Engineering and Architecture, Wuhan University of Technology)
  • 투고 : 2014.04.12
  • 심사 : 2015.07.31
  • 발행 : 2015.09.10
⟨ 이전 논문 다음 논문 ⟩

초록

A three-dimensional (3D) numerical analysis for the train-bridge interaction (TBI) system is actively developed in this study in order to investigate the vibration characteristics of rigid-frame reinforced concrete (RC) viaducts in both vertical and lateral directions respectively induced by running high-speed trains. An analytical model of the TBI system is established, in which the high-speed train is described by multi-DOFs vibration system and the rigid-frame RC viaduct is modeled with 3D beam elements. The simulated track irregularities are taken as system excitations. The numerical analytical algorithm is established based on the coupled vibration equations of the TBI system and verified through the detailed comparative study between the computation and testing. The vibration responses of the viaducts such as accelerations, displacements, reaction forces of pier bottoms as well as their amplitudes with train speeds are calculated in detail for both vertical and lateral directions, respectively. The frequency characteristics are further clarified through Fourier spectral analysis and 1/3 octave band spectral analysis. This study is intended to provide not only a simulation approach and evaluation tool for the train-induced vibrations upon the rigid-frame RC viaducts, but also instructive information on the vibration mitigation of the high-speed railway.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

참고문헌

  1. Chen, B. and Xu, Y.L. (2007), "A new damage index for detecting sudden change of structural stiffness", Struct. Eng. Mech., 26(3), 315-341. https://doi.org/10.12989/sem.2007.26.3.315
  2. Chen, G. and Zhai, W.M. (1999), "Numerical simulation of the stochastic process of railway track irregularities", J. Southwest Jiaotong Univ., 34(2), 138-142. (in Chinese)
  3. Dinh, V.N., Kim, K.D. and Warnitchai, P. (2009), "Dynamic analysis of three-dimensional bridge-high-speed train interactions using a wheel-rail contact model", Eng. Struct., 31(12), 3090-3106. https://doi.org/10.1016/j.engstruct.2009.08.015
  4. Fryba, L. (1996), Dynamics of Railway Bridges, Thomas Telford Ltd., London, UK.
  5. Garinei, A. and Risitano, G. (2008), "Vibrations of railway bridges for high speed trains under moving loads varying in time", Eng. Struct., 30(3), 724-732. https://doi.org/10.1016/j.engstruct.2007.05.009
  6. Guo, W.W., Xia, H., De Roeck, G. and Liu, K. (2012), "Integral model for train-track-bridge interaction on the Sesia viaduct: dynamic simulation and critical assessment", Comput. Struct., 112-113, 205-216. https://doi.org/10.1016/j.compstruc.2012.09.001
  7. He, X.W., Kawatani, M. and Nishiyama, S. (2010), "An analytical approach to train-induced site vibration around Shinkansen viaducts", Struct. Infr. Eng., 6(6), 689-701. https://doi.org/10.1080/15732470802087799
  8. Ju, S.H., Lin, H.T. and Chen, T.K. (2007), "Studying characteristics of train-induced ground vibrations adjacent to an elevated railway by field experiments", J. Geotech. Geoenviron. Eng., 133(10), 1302-1307. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:10(1302)
  9. Kawatani, M., He, X.W., Shiraga, R., Seki, M., Nishiyama, S. and Yoshida, K. (2006), "Dynamic response analysis of elevated railway bridges due to Shinkansen trains", J. Struct. Earthq. Eng., JSCE, 62(3), 509-519. (in Japanese)
  10. Kwark, J.W., Choi, E.S., Kim, Y.J., Kim, B.S. and Kim, S.I. (2004), "Dynamic behavior of two-span continuous concrete bridges under moving high-speed train", Comput. Struct., 82(4-5), 463-474. https://doi.org/10.1016/S0045-7949(03)00054-3
  11. Martinez-Rodrigo, M.D., Lavado, J. and Museros, P. (2010), "Transverse vibrations in existing railway bridges under resonant conditions: single-track versus double-track configurations", Eng. Struct., 32(7), 1861-1875. https://doi.org/10.1016/j.engstruct.2010.02.022
  12. Matsuura, A. (1998), "Simulation for analyzing direct derailment limit of running vehicle on oscillating tracks", J. Struct. Earthq. Eng., JSCE, 15(1), 63-72.
  13. Miyashita, T., Ishii, H., Fujino, Y., Shoji, T. and Seki, M. (2007), "Understanding of high-speed train-induced local vibration of a railway steel bridge using laser measurement and its effect by train speed", J. Struct. Mech. Earthq. Eng., JSCE, 63(2), 35-47. (in Japanese)
  14. Nishimura, A. (1990), "A study on integrity assessment of railway rigid frame bridge", RTRI Rep., 4(9), 14-21. (in Japanese)
  15. Railway Technical Research Institute (RTRI) (1997), Design Standard for Railway Structures (Foundation and Soil Pressure Resistance Structures), Maruzen Co., Ltd., Tokyo, Japan. (in Japanese)
  16. Olmos, J.M. and Astiz, M.A. (2013), "Analysis of the lateral dynamic response of high pier viaducts under high-speed train travel", Eng. Struct., 56, 1384-1401. https://doi.org/10.1016/j.engstruct.2013.07.012
  17. Rezvani, M.A., Vesali, F. and Eghbali, A. (2013), "Dynamic response of railway bridges traversed simultaneously by opposing moving trains", Struct. Eng. Mech., 46(5), 713-734. https://doi.org/10.12989/sem.2013.46.5.713
  18. Su, D., Fujino, Y., Nagayama, T., Hernandez, Jr. J.Y. and Seki, M. (2010), "Vibration of reinforced concrete viaducts under high-speed train passage: measurement and prediction including train-viaduct interaction", Struct. Infr. Eng., 6(5), 621-633. https://doi.org/10.1080/15732470903068888
  19. Takemiya, H. and Bian, X.C. (2007), "Shinkansen high-speed train induced ground vibrations in view of viaduct-ground interaction", Soil Dyn. Earthq. Eng., 27(6), 506-520. https://doi.org/10.1016/j.soildyn.2006.11.003
  20. Tanabe, M., Wakui, H., Matsumoto, N., Okuda, H., Sogabe, M. and Komiya, S. (2003), "Computational model of a Shinkansen train running on the railway structure and the industrial applications", J. Mater. Proc. Tech., 140(1-3), 705-710. https://doi.org/10.1016/S0924-0136(03)00777-5
  21. Uno, M., Sogabe, M., Tanimura, Y. and Kanamori, M. (2007), "A study on dynamic response of the railway continuous girder by running high-speed train", J. Struct. Eng., JSCE, 53A, 67-76. (in Japanese)
  22. Wakui, H., Matsumoto, N., Matsuura, A. and Tanabe, M. (1995), "Dynamic interaction analysis for railway vehicles and structures", J. Struct. Earthq. Eng., JSCE, No.513/I-31, 129-138. (in Japanese)
  23. Xia, H., Deng, Y.S., Xia, C.Y., De Roeck, G., Qi, L. and Sun, L. (2013), "Dynamic analysis of coupled train - ladder track -elevated bridge system", Struct. Eng. Mech., 47(5), 661-678. https://doi.org/10.12989/sem.2013.47.5.661
  24. Xia, H., De Roeck, G. and Goicolea, J.M. (2011), Bridge Vibration and Controls: New Research, Nova Science Publishers, New York, USA.
  25. Xia, H., Zhang, N. and Gao, R. (2005), "Experimental analysis of railway bridge under high-speed trains", J. Sound Vib., 282(2), 517-528. https://doi.org/10.1016/j.jsv.2004.04.033
  26. Xie, W.P. and Xu, W. (2012), "Vehicle-induced vibration responses of a rail box girder in Wuhan Station", J. Vib. Shock, 31(8), 186-190. (in Chinese)
  27. Yang, Y.B. and Lin, C.W. (2005), "Vehicle-bridge interaction dynamics and potential applications", J. Sound Vib., 284(1-2), 205-226. https://doi.org/10.1016/j.jsv.2004.06.032
  28. Yang, Y.B., Yau, J.D. and Wu, Y.S. (2004), Vehicle-Bridge Interaction Dynamics: With Applications to High-Speed Railways, World Scientific, Singapore.
  29. Yokoyama, H., Yashiro, K., Kamohara, A. and Iwata, N. (2011), "Propagation characteristics of horizontal and vertical component of train-induced ground vibration", RTRI Rep., 25(11), 35-40.
  30. Zhai, W.M., Wang, S.L., Zhang, N., Gao, M.M., Xia, H., Cai, C.B. and Zhao, C.F. (2013a), "High-speed train-track-bridge dynamic interactions-Part I: theoretical model and numerical simulation", Int. J. Rail Trans., 1(1-2), 3-24. https://doi.org/10.1080/23248378.2013.791498
  31. Zhai, W.M., Wang, S.L., Zhang, N., Gao, M.M., Xia, H., Cai, C.B. and Zhao, C.F. (2013b), "High-speed train-track-bridge dynamic interactions-Part II: experimental validation and engineering application", Int. J. Rail Trans., 1(1-2), 25-41. https://doi.org/10.1080/23248378.2013.791497

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