Structural Engineering and Mechanics

  • 제73권2호
  • /
  • Pages.133-141
  • /
  • 2020
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Series tuned mass dampers in vibration control of continuous railway bridges

  • Araz, Onur (Department of Civil Engineering, Gumushane University) ;
  • Kahya, Volkan (Department of Civil Engineering, Karadeniz Technical University)
  • 투고 : 2019.06.12
  • 심사 : 2019.09.27
  • 발행 : 2020.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents the applicability of series tuned mass dampers (STMDs) to reduce the multiple resonant responses of continuous railway bridges under high-speed train. The bridge is modeled by two-span Bernoulli-Euler beam with uniform cross-section, and a STMD device consisting of two TMD units installed on the bridge to reduce its multiple resonant vibrations. The system is assumed to be under the action of a high-speed train passage which is modeled as a series of moving forces. Sequential Programming Technique (SQP) is carried out to find the optimal parameters of the STMD that minimizes the maximum peak responses of the bridge. Comparisons with the results available in the literature are presented to demonstrate the effectiveness and robustness of STMD system in reducing the multiple resonant responses of the continuous railway bridges under high-speed trains.

키워드

참고문헌

  1. Adam, C. and Salcher, P. (2014), "Dynamic effect of high-speed trains on simple bridge structures", Struct. Eng. Mech., 51(4), 581-599. https://doi.org/10.12989/sem.2014.51.4.581.
  2. Asami, T. (2017), "Optimal design of double-mass dynamic vibration absorbers arranged in series or in parallel", J. Vib. Acoust., 139(1), 011015. https://doi.org/10.1115/1.4034776.
  3. Asami, T., Mizukawa, Y. and Ise, T. (2018), "Optimal design of double-mass dynamic vibration absorbers minimizing the mobility transfer function", J. Vib. Acoust., 140(6), 061012. https://doi.org/10.1115/1.4040229.
  4. CSI Computers & Structures Inc, SAP2000, Integrated Software for Structural Analysis & Design, Version 15.1, CSI Inc, Berkeley, California, USA, 2010.
  5. European Committee for Standardization, Basis of Structural Design Annex A2: Application for Bridges, Final PT Draft EN 1990-prAnnex A2, 2002.
  6. European Committee for Standardization, Eurocode 1: Actions on Structures - Part 2: Traffic Loads on Bridge, 2003.
  7. Giaralis, A. and Petrini, F. (2017), "Wind-Induced Vibration Mitigation in Tall Buildings Using the Tuned Mass-Damper-Inerter", J. Struct. Eng., 143, 04017127. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001863.
  8. Kahya, V. and Araz, O. (2017), "Series tuned mass dampers in train-induced vibration control of railway bridges", Struct. Eng. Mech., 61(4), 453-461.https://doi.org/10.12989/sem.2017.61.4.453.
  9. Li, C. and Zhu, B. (2006), "Estimating double tuned mass dampers for structures under ground acceleration using a novel optimum criterion", J. Sound Vib., 298, 280-297. https://doi.org/10.1016/j.jsv.2006.05.018.
  10. Li, J., Su, M. and Fan, L. (2005), "Vibration control of railway bridges under high-speed trains using multiple tuned mass dampers", J. Bridge Eng., 10, 312-320. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:3(312).
  11. Luu, M., Martinez-Rodrigo, M. D., Zabel, V. and Konke, C. (2014), "$H{\infty}$ optimization of fluid viscous dampers for reducing vibrations of high-speed railway bridges", J. Sound Vib., 333(9), 2421-2442. https://doi.org/10.1016/j.jsv.2013.12.030.
  12. Luu, M., Zabel, V. and Konke, C. (2012), "An optimization method of multi-resonant response of high-speed train bridges using TMDs", Finite Elem. Anal. Des., 53, 13-23. https://doi.org/10.1016/j.finel.2011.12.003.
  13. MATLAB optimization toolbox user's guide R2015b, MathWorks, Natick, MA, 2015.
  14. Miguel, L. F. F., Lopez, R. H., Torii, A. J., Miguel, L. F. F. and Beck, A. T. (2016), "Robust design optimization of TMDs in vehicle-bridge coupled vibration problems", Eng. Struct., 126, 703-711. https://doi.org/10.1016/j.engstruct.2016.08.033.
  15. Moghaddas, M., Esmailzadeh, E., Sedaghati, R. and Khosravi, P. (2012), "Vibration control of Timoshenko beam traversed by moving vehicle using optimized tuned mass damper", J. Vib. Control., 18(6), 757-773.https://doi.org/10.1177/1077546311404267.
  16. Podworna, M. (2017), "Dynamic response of steel-concrete composite bridges loaded by high-speed train", Struct. Eng. Mech., 62(2), 179-196. https://doi.org/10.12989/sem.2017.62.2.179.
  17. Rostam, M. R., Javid, F., Esmailzadeh, E. and Younesian, D. (2015), "Vibration suppression of curved beams traversed by off-center moving loads", J. Sound Vib., 352, 1-15. https://doi.org/10.1016/j.jsv.2015.04.038.
  18. Ruiz, R., Taflanidis, A.A., Giaralis, A. and Lopez-Garcia, D. (2018), "Risk-informed optimization of the tuned mass-damper-inerter (TMDI) for the seismic protection of multi-storey building structures", Eng. Struct., 177, 836-850. https://doi.org/10.1016/j.engstruct.2018.08.074.
  19. Samani, F. S., Pellicano, F. and Masoumi, A. (2013), "Performances of dynamic vibration absorbers for beams subjected to moving loads", Nonlinear Dyn., 73, 1065-1079. https://doi.org/10.1007/s11071-013-0853-4.
  20. Wang, J. F., Lin, C. C. and Chen, B. L. (2003), "Vibration suppression for high-speed railway bridges using tuned mass dampers", Int. J. Solids Struct., 40(2), 465-491. https://doi.org/10.1016/S0020-7683(02)00589-9.
  21. Wang, Y., Wei, Q. C., Shi, J. and Long, X. (2010), "Resonance characteristics of two-span continuous beam under moving high-speed trains", Lat. Am. J. Solid Struct., 7, 185-199. http://dx.doi.org/10.1590/S1679-78252010000200005.
  22. Wu, J. J. (2006), "Study on the inertia effect of helical spring of the absorber on suppressing the dynamic responses of a beam subjected to a moving load", J. Sound Vib., 297, 981-999. https://doi.org/10.1016/j.jsv.2006.05.011.
  23. Xu, K., Bi, K., Han, Q., Li, X. and Du, X. (2019), "Using tuned mass damper inerter to mitigate vortex-induced vibration of long-span bridges: Analytical study", Eng. Struct., 182, 101-111. https://doi.org/10.1016/j.engstruct.2018.12.067.
  24. Yau, J. D., Wu, Y. S. and Yang, Y. B. (2001), "Impact response of bridges with elastic bearings to moving loads", J. Sound Vib., 248(1), 9-30. https://doi.org/10.1006/jsvi.2001.3688.
  25. Yau J. D. and Yang, Y. B. (2004a), "Vibration reduction for cable-stayed bridges traveled by high-speed trains", Finite Elem. Anal. Des., 40, 341-359. https://doi.org/10.1016/S0168-874X(03)00051-9.
  26. Yau J. D. and Yang, Y. B. (2004b), "A wideband MTMD system for reducing the dynamic response of continuous truss bridges to moving train loads", Eng. Struct., 26, 1795-1807. https://doi.org/10.1016/j.engstruct.2004.06.015.
  27. Zuo, L. (2009), "Effective and robust vibration control using series multiple tuned-mass dampers", J. Vib. Acoust., 131(3), 031003. https://doi.org/10.1115/1.3085879.