DOI QR코드

DOI QR Code

Structural identification of gravity-type caisson structure via vibration feature analysis

  • Lee, So-Young (Department of Ocean Engineering, Pukyong National University) ;
  • Huynh, Thanh-Canh (Department of Ocean Engineering, Pukyong National University) ;
  • Kim, Jeong-Tae (Department of Ocean Engineering, Pukyong National University)
  • 투고 : 2014.10.09
  • 심사 : 2015.01.16
  • 발행 : 2015.02.25

초록

In this study, a structural identification method is proposed to assess the integrity of gravity-type caisson structures by analyzing vibration features. To achieve the objective, the following approaches are implemented. Firstly, a simplified structural model with a few degrees-of-freedom (DOFs) is formulated to represent the gravity-type caisson structure that corresponds to the sensors' DOFs. Secondly, a structural identification algorithm based on the use of vibration characteristics of the limited DOFs is formulated to fine-tune stiffness and damping parameters of the structural model. Finally, experimental evaluation is performed on a lab-scaled gravity-type caisson structure in a 2-D wave flume. For three structural states including an undamaged reference, a water-level change case, and a foundation-damage case, their corresponding structural integrities are assessed by identifying structural parameters of the three states by fine-tuning frequency response functions, natural frequencies and damping factors.

키워드

과제정보

연구 과제 주관 기관 : National Research Foundation of Korea (NRF)

참고문헌

  1. Adams, R.D., Cawley, P, Pye, C.J. and Stone, B.J. (1978), "A vibration technique for non-destructively assessing the integrity of structures", J. Mech. Eng. Sci., 20(2), 93-100. https://doi.org/10.1243/JMES_JOUR_1978_020_016_02
  2. Aktan, A.E., Farhey, D.N., Helmicki, A.J., Brown, D.L., Hunt, V.J., Lee, K.L. and Levi, A. (1997), "Structural identification for condition assessment: experimental arts", J. Struct. Eng. - ASCE, 123(12), 1674-1684. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:12(1674)
  3. Bowles, J.E. (1996), Foundation Analysis and Desig, (5th Ed.), McGraw-Hill.
  4. Brinker, R., Zhang, L. and Andersen, P. (2001), "Modal identification of output-only systems using frequency domain decomposition", Smart Mater. Struct., 10(3), 441-445. https://doi.org/10.1088/0964-1726/10/3/303
  5. Ewins, D.J. (2000), Modal Testing: theory, practice and application, 2nd Ed., Research Studies Press LTD.
  6. Goda, Y. (1994), "Dynamic response of upright breakwater to impulsive force of breaking waves", Coastal Eng., 22(1-2), 135-158. https://doi.org/10.1016/0378-3839(94)90051-5
  7. Gul, M., Dumlupinar, T., Hattori, H. and Catbas, N. (2014), "Structural monitoring of movable bridge mechanical components for maintenance decision-making", Struct. Monit. Maint., 1(3), 249-271. https://doi.org/10.12989/SMM.2014.1.3.249
  8. Huang, C. and Lee, S.Y. (2014), "Experimental study on bridge structural health monitoring using blind source separation method: arch bridge", Struct. Monit. Maint., 1(1), 69-87. https://doi.org/10.12989/smm.2014.1.1.069
  9. Huynh, T.C., Lee, S.Y., Kim, J.T., Park, W.S. and Han, S.H. (2013), "Simplified planar model for damage estimation of interlocked caisson system", Smart Struct. Syst., 12(3-4), 441-463. https://doi.org/10.12989/sss.2013.12.3_4.441
  10. Jang, S., Li, J. and Spencer, B.F., Jr (2012), "Corrosion estimation of a historic truss bridge using model updating", J. Bridge Eng. - ASCE, 18(7), 678-689. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000403
  11. Kim, D.K., Ryu, H.R., Seo, H.R. and Chang, S.K. (2005), "Earthquake response characteristics of port structure according to exciting frequency components of earthquakes", J. Korean Soc. Coastal Ocean Eng., 17(1), 41-46.
  12. Kim, J.T., Y.S. Ryu, Cho, H.M. and Stubbs, N. (2003), "Damage identification in beam-type structures: frequency-based method vs mode-shape-based method", Eng. Struct., 25, 57-67. https://doi.org/10.1016/S0141-0296(02)00118-9
  13. Lee, S.Y., Lee, S.R. and Kim, J.T. (2011), "Vibration-based structural health monitoring of harbor caisson structure", Proc. of SPIE, USA.
  14. Lee, S.Y., Nguyen, K.D., Huynh, T.C., Kim, J.T., Yi, J.H. and Han, S.H. (2012), "Vibration-based damage monitoring of harbor caisson structure with damaged foundation-structure interface", Smart Struct. Syst., 10(6), 517-547. https://doi.org/10.12989/sss.2012.10.6.517
  15. Lee, S.Y., Huynh, T.C., Kim, J.T., Yoon, H.S. and Han, S.H. (2013), "Vibration characteristics of gravity-type caisson breakwater structure with water-level variation", Int. J. Distrib. Sens. N., 2013 Article ID 261693, 10pages.
  16. Lee, S.Y., Kim, J.T., Yi, J.H. and Kang, Y.K. (2009), "Structural health monitoring of harbor caisson-type structures using harmony search method", J. Ocean Eng. Technol., 23(1), 122-128.
  17. Li, D.S., Li, H.N., Ren, L., Sun, L. and Zhou, J. (2004), "Experiments on an offshore platform model by FBG sensors", Proc. of SPIE, 5391, 100-106.
  18. Li, H.L., Yi, T.H., Ren, L., Li, D.S. and Huo, L.S. (2014), "Reviews on innovations and applications in structural health monitoring for infrastructures", Struct. Monit. Maint., 1(1), 1-45. https://doi.org/10.12989/SMM.2014.1.1.001
  19. Marinski, J.G. and Oumeraci, H. (1992), "Dynamic response of vertical structures to breaking wave forces - review of the CIS design experience", Proceedings of the 23rd Int. Conf. Coastal Eng., Venice, ASCE, New York.
  20. Ming, G., Guanying, D. and Jihua, Y. (1988), "Dynamic studies on caisson-type breakwaters", Proc. Coastal Eng., 2469-2478.
  21. Oumeraci, H. and Kortenhaus, A. (1994), "Analysis of the dynamic response of caisson breakwaters", Coastal Eng., 22(1-2), 159-183. https://doi.org/10.1016/0378-3839(94)90052-3
  22. Smirnov, G.N. and Moroz, L.R. (1983), "Oscillations of gravity protective structures of a vertical wall type", Proceedings of the IAHR, 20th Congress.
  23. Stubbs, N. and Osegueda, R. (1990), "Global non-destructive damage evaluation in solids", Int. J. Anal. Exper. Modal, 5(2), 67-79.
  24. Takahashi, S., Shimosako, K., Kimura, K. and Suzuki, K. (2000), "Typical failure of composite breakwaters in Japan", Proceedings of the 27th International Conference on Coastal Engineering.
  25. Vink, H.A.Th. (1997), Wave Impacts on Vertical Breakwaters, Master's thesis, Faculty of Civil Engineering, Delft University of Technology, The Netherlands.
  26. Wang, Y.Z., Zhu, Z.W. and Dong, S.W. (2006), "A probabilistic method for motion analysis of caisson breakwaters", China Ocean Eng., 20(1), 73-84.
  27. Westergaard, H.M. (1933), "Water pressures on dams during earthquakes", T. Am. Soc., 98(2), 418-432.
  28. Wilson, E.L. (2004), Static and Dynamic Analysis of Structures, (4th Ed.), Berkeley, CA: Computers and Structures, Inc.
  29. Yang, Z., Elgamal, A., Abdoun, T. and Lee, C.J. (2001), "A numerical study of lateral spreading Behind a caisson-type quay wall", Proceedings of the 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics and Symposium, San Diego.
  30. Yi, J.H., Park, W.S., Lee, S.Y., Huynh, T.C., Kim, J.T. and Seo, C.G. (2013), "Evaluation of vibration characteristics of existing harbor caisson structure using tugboat impact tests and modal analysis", Int. J. Distrib. Sens. N., 2013, Article ID 806482, 11pages.
  31. Yi, J.H. and Yun, C.B (2004), "Comparative study on modal identification methods using output-only information", Struct. Eng. Mech.- ASCE, 17(3-4), 445-456. https://doi.org/10.12989/sem.2004.17.3_4.445
  32. Yoon, H.S., Lee, S.Y., Kim, J.T. and Yi, J.H. (2012), "Field Implementation of Wireless Vibration Sensing System for Monitoring of Harbor Caisson Breakwaters", Int. J. Distrib. Sens. N., 2012, 1-9.
  33. You, T., Gardoni, P. and Hurlebaus, S. (2014), "Iterative damage index method for structural health monitoring", Struct. Monit. Maint., 1(1), 89-110. https://doi.org/10.12989/smm.2014.1.1.089
  34. Yun G.J., Ogorzalek, K.A., Dyke, S.J. and Song, W. (2009), "A two-stage damage detection approach based on subset of damage parameters and genetic algorithms", Smart Struct. Syst., 5(1), 1-21. https://doi.org/10.12989/sss.2009.5.1.001
  35. Zhang, X.Y. (2006), Behaviour of caisson breakwater subjected to breaking waves, Dissertation, National university of Singapore.

피인용 문헌

  1. Structural identification of cable-stayed bridge under back-to-back typhoons by wireless vibration monitoring vol.88, 2016, https://doi.org/10.1016/j.measurement.2016.03.032
  2. Vibration-based structural identification of caisson-foundation system via in situ measurement and simplified model vol.26, pp.3, 2019, https://doi.org/10.1002/stc.2315
  3. Performance of novel dynamic installed anchors during installation and monotonic pullout vol.18, pp.2, 2015, https://doi.org/10.12989/gae.2019.18.2.153
  4. Vibration characteristics of caisson breakwater for various waves, sea levels, and foundations vol.24, pp.4, 2015, https://doi.org/10.12989/sss.2019.24.4.525