Research Article
BibTex RIS Cite

Year 2015, Volume: 33 Issue: 2, 188 - 199, 01.06.2015

Volkan Kahya Onur Araz Muhittin Turan

Abstract

References

  • [1] L.A. Frýba, Rough assessment of railway bridges for high speed trains, Engineering Structures, 23:548, 2001.
  • [2] J.D. Yau, Response of a train moving on multi-span railway bridges undergoing ground settlement, Engineering Structures, 31:2115, 2009.
  • [3] P. Museros, M.D. Martinez-Rodrigo, Vibration control of simply supported beams under moving loads using fluid viscous dampers, Journal of Sound and Vibration, 300:292, 2007.
  • [4] Y.B. Yang, J.D. Yau, L.C. Hsu, Vibration of simple beams due to trains moving at high speeds, Engineering Structures, 19:936, 1997.
  • [5] S.H. Ju, H.T. Lin, Resonance characteristics of high speed trains passing simply supported bridges, Journal of Sound and Vibration, 267:1127, 2003.
  • [6] J.D. Yau, J.D., Y.B. Yang, Vertical accelerations of simple beams due to successive loads traveling at resonant speeds, Journal of Sound and Vibration, 289:210, 2006.
  • [7] H. Xia, N. Zhang, W.W. Guo, Analysis of resonance mechanism and conditions of train-bridge system, Journal of Sound and Vibration, 297:810, 2006.
  • [8] R.S. Ayre, G. Ford, L.S. Jacobson, Transverse vibration of a two-span bridge under action of a moving constant force. Journal of Applied Mechanics, 17:1, 1950.
  • [9] K. Henchi, M. Fafard, Dynamic behavior of multi-span beams under moving loads, Journal of Sound and Vibration, 199:33, 1997.
  • [10] M. Ichikawa, A. Matsuda, Y. Miyakawa, Simple analysis of a multi-span beam under moving loads with variable velocity, Transactions of the Japan Society for Aeronautical and Spaces Sciences, 41:168, 1999.
  • [11] J.W. Kwark, E.S. Choi, Y.J. Kim, B.S. Kim, S.I. Kim, Dynamic behavior of two-span continuous concrete bridges under moving high-speed train, Computers and Structures, 82: 463, 2004.
  • [12] A.E. Martinez-Castro, P. Museros, A. Castillo-Linares, Semi-analytic solution in the time domain for non-uniform multi-span Bernoulli-Euler beams traversed by moving loads, Journal of Sound and Vibration, 294:278, 2006.
  • [13] C. Johansson, C. Pacoste, R. Karoumi, Closed-form solution for the mode superposition analysis of the vibration in multi-span beam bridges caused by concentrated moving loads, Computers and Structures, 119:85, 2013.
  • [14] S.A. Hamidi, F. Danshjoo, Determination of impact factor for steel railway bridges considering simultaneous effects of vehicle speed and axle distance to span length ratio, Engineering Structures, 32:1369, 2010.
  • [15] N.M. Newmark, A method of computation for structural dynamics, ASCE Journal of the Engineering Mechanics Division, 85:67, 1959.

RESONANT VIBRATIONS OF TWO-SPAN RAILWAY BRIDGES UNDER HIGH-SPEED TRAINS

Year 2015, Volume: 33 Issue: 2, 188 - 199, 01.06.2015

Volkan Kahya Onur Araz Muhittin Turan

Abstract

In this study, resonant vibrations of two-span railway bridges subjected to high-speed trains (HSTs) are studied. The continuous beam is modelled by using Bernoulli-Euler beam theory, and the train is considered as a series of moving concentrated loads. The dynamic response is obtained analytically by using the assumed mode method. Effects of the speed parameter and the span to car length ratio on the response are examined. Numerical results show that the above mentioned parameters play very important role on the dynamic behavior of two-span bridges.

Keywords

Continuous bridge high-speed train resonant vibration moving load railway bridge.

References

  • [1] L.A. Frýba, Rough assessment of railway bridges for high speed trains, Engineering Structures, 23:548, 2001.
  • [2] J.D. Yau, Response of a train moving on multi-span railway bridges undergoing ground settlement, Engineering Structures, 31:2115, 2009.
  • [3] P. Museros, M.D. Martinez-Rodrigo, Vibration control of simply supported beams under moving loads using fluid viscous dampers, Journal of Sound and Vibration, 300:292, 2007.
  • [4] Y.B. Yang, J.D. Yau, L.C. Hsu, Vibration of simple beams due to trains moving at high speeds, Engineering Structures, 19:936, 1997.
  • [5] S.H. Ju, H.T. Lin, Resonance characteristics of high speed trains passing simply supported bridges, Journal of Sound and Vibration, 267:1127, 2003.
  • [6] J.D. Yau, J.D., Y.B. Yang, Vertical accelerations of simple beams due to successive loads traveling at resonant speeds, Journal of Sound and Vibration, 289:210, 2006.
  • [7] H. Xia, N. Zhang, W.W. Guo, Analysis of resonance mechanism and conditions of train-bridge system, Journal of Sound and Vibration, 297:810, 2006.
  • [8] R.S. Ayre, G. Ford, L.S. Jacobson, Transverse vibration of a two-span bridge under action of a moving constant force. Journal of Applied Mechanics, 17:1, 1950.
  • [9] K. Henchi, M. Fafard, Dynamic behavior of multi-span beams under moving loads, Journal of Sound and Vibration, 199:33, 1997.
  • [10] M. Ichikawa, A. Matsuda, Y. Miyakawa, Simple analysis of a multi-span beam under moving loads with variable velocity, Transactions of the Japan Society for Aeronautical and Spaces Sciences, 41:168, 1999.
  • [11] J.W. Kwark, E.S. Choi, Y.J. Kim, B.S. Kim, S.I. Kim, Dynamic behavior of two-span continuous concrete bridges under moving high-speed train, Computers and Structures, 82: 463, 2004.
  • [12] A.E. Martinez-Castro, P. Museros, A. Castillo-Linares, Semi-analytic solution in the time domain for non-uniform multi-span Bernoulli-Euler beams traversed by moving loads, Journal of Sound and Vibration, 294:278, 2006.
  • [13] C. Johansson, C. Pacoste, R. Karoumi, Closed-form solution for the mode superposition analysis of the vibration in multi-span beam bridges caused by concentrated moving loads, Computers and Structures, 119:85, 2013.
  • [14] S.A. Hamidi, F. Danshjoo, Determination of impact factor for steel railway bridges considering simultaneous effects of vehicle speed and axle distance to span length ratio, Engineering Structures, 32:1369, 2010.
  • [15] N.M. Newmark, A method of computation for structural dynamics, ASCE Journal of the Engineering Mechanics Division, 85:67, 1959.
There are 15 citations in total.

Details

Primary Language English
Journal Section Research Articles
Authors

Volkan Kahya This is me

Onur Araz This is me

Muhittin Turan

Publication Date June 1, 2015
Submission Date January 1, 2015
Published in Issue Year 2015 Volume: 33 Issue: 2

Cite

Vancouver Kahya V, Araz O, Turan M. RESONANT VIBRATIONS OF TWO-SPAN RAILWAY BRIDGES UNDER HIGH-SPEED TRAINS. SIGMA. 2015;33(2):188-99.
 Download Cover Image

IMPORTANT NOTE: JOURNAL SUBMISSION LINK https://eds.yildiz.edu.tr/sigma/