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Effect of road surface roughness on the response of a moving vehicle for identification of bridge frequencies

  • Yang, Y.B. (Department of Civil Engineering, National Taiwan University) ;
  • Li, Y.C. (Department of Civil Engineering, National Taiwan University) ;
  • Chang, K.C. (Department of Civil Engineering, National Taiwan University)
  • Received : 2012.10.15
  • Accepted : 2012.11.15
  • Published : 2012.12.25

Abstract

Measuring the bridge frequencies indirectly from an instrumented test vehicle is a potentially powerful technique for its mobility and economy, compared with the conventional direct technique that requires vibration sensors to be installed on the bridge. However, road surface roughness may pollute the vehicle spectrum and render the bridge frequencies unidentifiable. The objective of this paper is to study such an effect. First, a numerical simulation is conducted using the vehicle-bridge interaction element to demonstrate how the surface roughness affects the vehicle response. Then, an approximate theory in closed form is presented, for physically interpreting the role and range of influence of surface roughness on the identification of bridge frequencies. The latter is then expanded to include the action of an accompanying vehicle. Finally, measures are proposed for reducing the roughness effect, while enhancing the identifiability of bridge frequencies from the passing vehicle response.

Keywords

References

  1. Abdel-Ghaffar, A.M. and Scanlan, R.H. (1985), "Ambient vibration studies of Golden Gate Bridge: I. suspended structure", J. Eng. Mech.-ASCE, 111(4), 462-482.
  2. Biggs, J.M. (1964), Introduction to structural dynamics, McGraw-Hill, New York.
  3. Brownjohn, J.M.W., Magalhaes, F., Caetano, E. and Cunha, A. (2010), "Ambient vibration re-testing and operational modal analysis of the Humber Bridge", Eng. Struct., 32(8), 2003-2018. https://doi.org/10.1016/j.engstruct.2010.02.034
  4. Bu, J.Q., Law, S.S. and Zhu, X.Q. (2006), "Innovative bridge condition assessment from dynamic response of a passing vehicle", J. Eng. Mech.-ASCE, 132(12), 1372-1379. https://doi.org/10.1061/(ASCE)0733-9399(2006)132:12(1372)
  5. Chang, K.C., Wu, F.B. and Yang, Y.B. (2010), "Effect of road surface roughness on indirect approach for measuring bridge frequencies from a passing vehicle", Interact. Multiscale Mech., 3(4), 299-308. https://doi.org/10.12989/imm.2010.3.4.299
  6. He, X., Moaveni, B., Conte, J.P., Elgamal, A. and Masri, S.F. (2009), "System identification of Alfred Zampa Memorial Bridge using dynamic field test data", J. Struct. Eng.-ASCE, 135(1), 54-66. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:1(54)
  7. ISO 8608 (1995), Mechanical vibration-road surface profiles-Reporting of measured data, Geneva, Switzerland.
  8. Lin, C.W. and Yang, Y.B. (2005), "Use of a passing vehicle to scan the bridge frequencies-an experimental verification", Eng. Struct., 27(13), 1865-1878. https://doi.org/10.1016/j.engstruct.2005.06.016
  9. McGetrick, P.J., Gonzalez, A. and OBrien, E.J. (2009), "Theoretical investigation of the use of a moving vehicle to identify bridge dynamic parameters", Insight, 51(8), 433-438. https://doi.org/10.1784/insi.2009.51.8.433
  10. Nguyen, K.V. and Tran, H.T. (2010), "Multi-cracks detection of a beam-like structure based on the on-vehicle vibration signal and wavelet analysis", J. Sound Vib., 329(21), 4455-4465. https://doi.org/10.1016/j.jsv.2010.05.005
  11. Ren, W.X., Zhao, T. and Harik, I.E. (2004), "Experimental and analytical modal analysis of steel arch bridge", J. Struct. Eng.-ASCE, 130(7), 1022-1031. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:7(1022)
  12. Wilson, J.C. and Liu, T. (1991), "Ambient vibration measurements on a cable-stayed bridge", Earthq. Eng. Struct. D., 20(8), 723-747. https://doi.org/10.1002/eqe.4290200803
  13. Xiang, Z., Dai, X., Zhang, Y. and Lu, Q. (2010), "The tap-scan method for damage detection of bridge structures", Interact. Multiscale Mech., 3(2), 173-191. https://doi.org/10.12989/imm.2010.3.2.173
  14. Yang, Y.B. and Chang, K.C. (2009a), "Extracting the bridge frequencies indirectly from a passing vehicle: parametric study", Eng. Struct., 31(10), 2448-2459. https://doi.org/10.1016/j.engstruct.2009.06.001
  15. Yang, Y.B. and Chang, K.C. (2009b), "Extraction of bridge frequencies from the dynamic response of a passing vehicle enhanced by the EMD technique", J. Sound Vib., 322(4-5), 718-739. https://doi.org/10.1016/j.jsv.2008.11.028
  16. 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
  17. Yang, Y.B., Li, Y.C. and Chang, K.C. (2012), "Using two connected vehicles to measure the frequencies of bridges with rough surface: a theoretical study", Acta Mech., 223(8), 1851-1861. https://doi.org/10.1007/s00707-012-0671-7
  18. Yang, Y.B., Lin, C.W. and Yau J.D. (2004), "Extracting bridge frequencies from the dynamic response of a passing vehicle", J. Sound Vib., 272(3-5), 471-493. https://doi.org/10.1016/S0022-460X(03)00378-X
  19. Yau, J.D., Yang, Y.B. and Kuo, S.R. (1999), "Impact response of high speed rail bridges and riding comfort of rail cars", Eng. Struct., 21(9), 836-844. https://doi.org/10.1016/S0141-0296(98)00037-6

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