DOI QR코드

DOI QR Code

Numerical studies on the effect of measurement noises on the online parametric identification of a cable-stayed bridge

  • Yang, Yaohua (Department of Bridge Engineering, Tongji University) ;
  • Huang, Hongwei (Department of Bridge Engineering, Tongji University) ;
  • Sun, Limin (Department of Bridge Engineering, Tongji University)
  • 투고 : 2015.05.15
  • 심사 : 2017.01.13
  • 발행 : 2017.03.25

초록

System identification of structures is one of the important aspects of structural health monitoring. The accuracy and efficiency of identification results is affected severely by measurement noises, especially when the structure system is large, such as bridge structures, and when online system identification is required. In this paper, the least square estimation (LSE) method is used combined with the substructure approach for identifying structural parameters of a cable-stay bridge with large degree of freedoms online. Numerical analysis is carried out by first dividing the bridge structure into smaller substructures and then estimates the parameters of each substructure online using LSE method. Simulation results demonstrate that the proposed approach is capable of identifying structural parameters, however, the accuracy and efficiency of identification results depend highly on the noise sensitivities of loading region, loading pattern as well as element size.

키워드

과제정보

연구 과제 주관 기관 : Science and Technology Commission of Shanghai Municipality

참고문헌

  1. Bernal, D. and Beck, J. (2004), "Special section: Phase I of the IASC-ASCE structural health monitoring benchmark", J. Eng. Mech., ASCE, 130(1), 1-127. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:1(1)
  2. Caravani, P., Watson, M.L. and Thomson, W.T. (1977), "Recursive least-squares time domain identification of structural parameters", J. Appl. Mech., 44(1), 135-140. https://doi.org/10.1115/1.3423979
  3. Dong, S. and Sun, L.M. (2010), "Extreme load identification and early warning research of cable-stayed bridge based on monitoring data", Master Thesis, Tongji University, Shanghai, China.
  4. Hoshiya, M. and Saito, E. (1984), "Structural identification by extended Kalman Filter", J. Eng. Mech., ASCE, 110(12), 1757-1771. https://doi.org/10.1061/(ASCE)0733-9399(1984)110:12(1757)
  5. Huang, H.W., Yang, Y.H. and Sun, L.M. (2015), "Parametric identification of a cable-stayed bridge using least square estimation with substructure approach", J. Smart Struct. Syst., 15(2), 425-445. https://doi.org/10.12989/sss.2015.15.2.425
  6. Koh, C.G., Hong, B. and Liaw, C.Y. (2003), "Substructural and progressive structural identification methods", Eng. Struct., 25(12), 1551-1563. https://doi.org/10.1016/S0141-0296(03)00122-6
  7. Koh, C.G., See, L.M. and Balendra, T. (1991), "Estimation of structural parameters in time domain: a substructure approach", Earthq. Eng. Struct. Dyn., 20(8), 787-801. https://doi.org/10.1002/eqe.4290200806
  8. Law, S.S. and Yong, D. (2011), "Substructure methods for structural condition assessment", J. Sound Vib., 330(15), 3606-3619. https://doi.org/10.1016/j.jsv.2011.03.003
  9. Lei, Y., Jiang, Y.Q. and Xu, Z.Q. (2012), "Structural damage detection with limited input and output measurement signals", Mech. Syst. Sign. Proc., 28, 229-243. https://doi.org/10.1016/j.ymssp.2011.07.026
  10. Lei, Y., Liu, C., Jiang, Y.Q. and Mao, Y.K. (2013), "Substructure based structural damage detection with limited input and output measurements", Smart Struct. Syst., 12(6), 619-640. https://doi.org/10.12989/sss.2013.12.6.619
  11. Lin, J.W., Betti, R., Smyth, A.W. and Longman, R.W. (2001), "On-line identification of nonlinear hysteretic structural systems using a variable trace approach", Earthq. Eng. Struct. Dyn., 30(9), 1279-1303. https://doi.org/10.1002/eqe.63
  12. Weng, S., Xia, Y. and Zhou, X.Q. (2012), "Inverse substructure method for model updating of structures", J. Sound Vib., 331(25), 5449-5468. https://doi.org/10.1016/j.jsv.2012.07.011
  13. Yang, J.N. and Lin, S. (2004), "On-line identification of nonlinear hysteretic structures using an adaptive tracking technique", Int. J. Non-linear Mech., 39(9), 1481-1491. https://doi.org/10.1016/j.ijnonlinmec.2004.02.010
  14. Yang, J.N. and Lin, S. (2005), "Identification of parametric variations of structures based on least squares estimation and adaptive tracking technique", J. Eng. Mech., ASCE, 131(3), 290-298. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:3(290)
  15. Yang, J.N. Pan, S. and Huang, H.W. (2009), "Adaptive quadratic sum squares error for structural damage identification", J. Eng. Mech., ASCE, 135(2), 67-77. https://doi.org/10.1061/(ASCE)0733-9399(2009)135:2(67)
  16. Yang, J.N., Huang, H.W. and Lin, S. (2006), "Sequential nonlinear least-square estimation for damage identification of structures", Int. J. Non-linear Mech., 41(1), 124-140. https://doi.org/10.1016/j.ijnonlinmec.2005.06.006
  17. Yi, T.H., Li, H.N. and Gu, M. (2010), "Full-scale measurement of dynamic response of a suspension bridge subjected to environmental loads using GPS technology", Sci. China: Technol. Sci., 53(2), 469-479. https://doi.org/10.1007/s11431-010-0051-2
  18. Yi, T.H., Li, H.N. and Gu, M. (2013a), "Wavelet based multi-step filtering method for bridge health monitoring using GPS and accelerometer", Smart Struct. Syst., 11(4), 331-348. https://doi.org/10.12989/sss.2013.11.4.331
  19. Yi, T.H., Li, H.N. and Sun, H.M. (2013b), "Multi-stage structural damage diagnosis method based on "Energy-Damage" theory", Smart Struct. Syst., 12(3-4), 345-361. https://doi.org/10.12989/sss.2013.12.3_4.345
  20. Zhou, L. and Yan, G. (2006), "HHT method for system identification and damage detection: an experimental study", J. Smart Struct. Syst., 2(2), 141-154. https://doi.org/10.12989/sss.2006.2.2.141

피인용 문헌

  1. Long term structural health monitoring for old deteriorated bridges: a copula-ARMA approach vol.25, pp.3, 2020, https://doi.org/10.12989/sss.2020.25.3.285