JOURNAL BROWSE
Search
Advanced SearchSearch Tips
Wind and traffic-induced variation of dynamic characteristics of a cable-stayed bridge - benchmark study
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
  • Journal title : Smart Structures and Systems
  • Volume 17, Issue 3,  2016, pp.491-522
  • Publisher : Techno-Press
  • DOI : 10.12989/sss.2016.17.3.491
 Title & Authors
Wind and traffic-induced variation of dynamic characteristics of a cable-stayed bridge - benchmark study
Park, Jae-Hyung; Huynh, Thanh-Canh; Lee, Kwang-Suk; Kim, Jeong-Tae;
 Abstract
A benchmark problem for modal identification of a cable-stayed bridge was proposed by a research team at Hong Kong Polytechnic University. By taking an instrumented cable-stayed bridge as a test bed, nineteen sets of vibration records with known/unknown excitations were provided to invited researchers. In this paper, the vibration responses of the bridge under a series of excitation conditions are examined to estimate the wind and traffic-induced variations of its dynamic characteristics. Firstly, two output-only experimental modal identification methods are selected. Secondly, the bridge and its monitoring system are described and the nineteen sets of vibration records are analyzed in time-domain and frequency-domain. Excitations sources of blind datasets are predicted based on the analysis of excitation conditions of known datasets. Thirdly, modal parameters are extracted by using the two selected output-only modal identification methods. The identified modal parameters are examined with respect to at least two different conditions such as traffic- and typhoon-induced loadings. Finally, the typhoon-induced effects on dynamic characteristics of the bridge are estimated by analyzing the relationship between the wind velocity and the modal parameters.
 Keywords
cable-stayed bridge;experimental modal analysis;typhoon-induced;traffic-induced;dynamic characteristics;
 Language
English
 Cited by
1.
Ride comfort of the bridge-traffic-wind coupled system considering bridge surface deterioration,;;;;

Wind and Structures, 2016. vol.23. 1, pp.19-43 crossref(new window)
1.
Ride comfort of the bridge-traffic-wind coupled system considering bridge surface deterioration, Wind and Structures, 2016, 23, 1, 19  crossref(new windwow)
2.
Structural identification of cable-stayed bridge under back-to-back typhoons by wireless vibration monitoring, Measurement, 2016, 88, 385  crossref(new windwow)
 References
1.
Askegaard, V. and Mossing, P. (1988), "Long term observation of RC-bridge using changes in natural frequencies", Nordic Concrete Res., 7, 20-27.

2.
Bendat, J.S. and Piersol, A.G. (1993), Engineering applications of correlation and spectral analysis, New York, NY, Wiley-Interscience.

3.
Brincker, R., Zhang, L. and Andersen, P. (2001), "Modal identification of output-only systems using frequency domain decomposition", Smart Mater. Struct., 10, 441-445. crossref(new window)

4.
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, 82003-2018.

5.
Chen, J., Xu, Y.L. and Zhang, R.C. (2004), "Modal parameter identification of Tsing Ma suspension bridge under typhoon Victor: EMD-HT method", J. Wind Eng. Ind. Aerod., 92, 805-827. crossref(new window)

6.
Hermans, L. and Van Der Auweraer, H. (1999), "Modal testing and analysis of structures under operational conditions: industrial applications", Mech. Syst. Signal Pr., 13(2), 193-216. crossref(new window)

7.
Ho, D.D., Nguyen, K.D., Yoon, H.S. and Kim, J.T. (2012a), "Multiscale acceleration-dynamic strain-impedance sensor system for structural health monitoring", Int. J. Distributed Sensor Networks, 2012, 1-17.

8.
Ho, D.D., Lee, P.Y., Nguyen, K.D., Hong, D.S., Lee, S.Y., Kim, J.T., Shin, S.W., Yun, C.B. and Shinozuka, M. (2012b), "Solar-powered multi-scale sensor node on Imote2 platform for hybrid SHM in cable-stayed bridge", Smart Struct. Syst., 9(2), 145-164. crossref(new window)

9.
Hong, D.S., Nguyen, K.D. Lee, I.C. and Kim, J.T. (2012), "Temperature-compensated damage monitoring by using wireless acceleration-impedance sensor nodes in steel girder connection", Int. J. Distributed Sensor Networks, 2012(167120), 1-12.

10.
Huynh, T.C., Park, Y.H., Park, J.H., Hong, D.S. and Kim, J.T. (2015), "Effect of temperature variation on vibration monitoring of prestressed concrete structures", J. Shock Vib., 2015, 1-9.

11.
Ibrahim, S.R. and Mikulcik, E.C. (1977), "A method for the direct identification of vibration parameters from the free response", Shock and Vibration Bulletin, 47(4), pp. 183-198.

12.
Juang, J.N. and Pappa, R.S. (1985) "An eigensystem realization algorithm for modal parameter identification and model reduction", J. Guidance, 8(5), 620-627. crossref(new window)

13.
Karbhari, V.M. and Ansari, F. (2009), Structural health monitoring of civil infrastructure systems, Woodhead Publishing Limited, Cambridge, UK.

14.
Kim, J.T., Huynh, T.C. and Lee, S.Y. (2014), "Wireless structural health monitoring of stay cables under two consecutive typhoons", Struct. Monit. Maint., 1(1), 47-67.

15.
Kim, J.T., Park, J.H., Hong, D.S. and Ho, D.D. (2011), "Hybrid acceleration-impedance sensor nodes on Imote2-platform for damage monitoring in steel girder connections", Smart Struct. Syst., 7(5), 393-416. crossref(new window)

16.
Kim, J.T., Park, J.H. and Lee, B.J. (2007a), "Vibration-based damage monitoring in model plate-girder bridges under uncertain temperature conditions", Eng. Struct., 27(7), 1354-1365.

17.
Kim, J.T., Park, J.H., Yoon, H.S. and Yi, J.H. (2007b), "Vibration-based damage detection in beams using genetic algorithm", Smart Struct. Syst., 3(3), 263-280. crossref(new window)

18.
Kim, J.T., Yun, C.B. and Yi, J.H. (2003), "Temperature effects on frequency-based damage detection in plate-girder bridges", J. Civil Eng.-KSCE, 7(6), 725-733.

19.
Koo, K.Y., Lee, J.J., Yun, C.B. and Kim, J.T. (2009), "Damage detection in beam-like structures using deflections obtained by modal flexibility matrices", Adv. Sci. Technol., 56, 483-488.

20.
Magalhaes, F., Caetano, E. and Cunha, A. (2007), "Challenges in the application of stochastic modal identification methods to a cable-stayed bridge", J. Bridge Eng.-ASCE, 12(6), 746-754. crossref(new window)

21.
Min, Z., Sun, L. and Dan, D. (2009), "Analysis of wind-induced response and dynamic properties of cable-stayed bridge under typhoon", Jo. Tongji University (Natural Science), 2009(9), 1139-1145.

22.
Ni, Y.Q., Ko, J.M., Hua, X.G. and Zhou, H.F. (2007), "Variability of measured modal frequencies of a cable-stayed bridge under different wind conditions", Smart Struct. Syst., 3(3), 341-356. crossref(new window)

23.
Ni, Y.Q., Wang, Y.W. and Xia, Y.X. (2015), "Investigation of mode identifiability of a cable-stayed bridge: comparison from ambient vibration responses and from typhoon-induced dynamic responses", Smart Struct. Syst., 15(2), 447-468. crossref(new window)

24.
Overschee, V.P. and De Moor, B. (1996), Subspace Identification for Linear Systems, Kluwer Academic Publisher.

25.
Park, J.H., Huynh, T.C. and Kim, J.T. (2015), "Wireless monitoring of typhoon-induced variation of dynamic characteristics of a cable-stayed bridge", Wind Struct., 20(2), 293-314. crossref(new window)

26.
Rohrmann, R.G., Baessler, M., Said, S., Schmid, W. and Ruecker, W.F. (2000), "Structural causes of temperature affected modal data of civil structures obtained by long time monitoring", Proceedings of the 18th International Modal Analytical Conference, San Antonio, Texas, USA.

27.
Siringoringo, D.M, and Fujino, Y. (2008), "System identification of suspension bridge from ambient vibration response", Eng. Struct., 30(2), 462-477. crossref(new window)

28.
Sohn, H., Farrar, C.R., Hemez, F.M., Shunk, D.D., Stinemates, D.W. and Nadler, B.R. (2003), A Review of Structural Health Monitoring Literature: 1996-2001, Los Alamos National Laboratory Report, LA-13976-MS, Los Alamos, NM.

29.
Yi, J.H. and Yun, C.B. (2004), "Comparative study on modal identification methods using output-only information", Struct. Eng. Mech., 17(3-4), 445-446. crossref(new window)