237
Views
4
CrossRef citations to date
0
Altmetric
Research Article

Wavelet-Based Analysis for Detection of Isolation Bearing Malfunction in a Continuous Multi-Span Girder Bridge

ORCID Icon & ORCID Icon
Pages 5237-5267 | Received 21 Jul 2020, Accepted 20 Dec 2020, Published online: 15 Feb 2021

References

  • Aguirre, D. A., C. A. Gaviria, and L. A. Montejo. 2013. Wavelet-based damage detection in reinforced concrete structures subjected to seismic excitations. Journal of Earthquake Engineering 17 (8): 1103–25. doi: 10.1080/13632469.2013.804467.
  • Arthur, D., and S. Vassilvitskii. 2007. K-means++: The advantages of careful seeding. Proceedings of the Eighteenth Annual ACM-SIAM Symposium on Discrete Algorithms, SODA ‘07, Society for Industrial and Applied Mathematics, 1027–35. Philadelphia, PA.
  • Chaudhary, M. T. A., M. Abé, and Y. Fujino. 2002b. Investigation of atypical seismic response of a base-isolated bridge. Engineering Structures 24 (7): 945–53. doi: 10.1016/S0141-0296(02)00013-5.
  • Chaudhary, M. T. A., M. Abe, and Y. Fujino. 2002a. Role of structural details in altering the expected seismic response of base-isolated bridges. Mechanical Systems and Signal Processing 16 (2–3): 413–28. doi: 10.1006/mssp.2002.1480.
  • Chawla, S., and G. Aristides. 2013. K-means–: A unified approach to clustering and outlier detection.” Proceedings of the 2013 SIAM International Conference on Data Mining, 189–97. Society for Industrial and Applied Mathematics. doi: 10.1137/1.9781611972832.21.
  • Daubechies, Ingrid. 1992. Ten Lectures on Wavelets, CBMS-NSF regional conference series in applied mathematics. Vol. 61. 33 (1995): 37. Philadelphia, PA: Society for Industrial and Applied Mathematics (SIAM).
  • Derkevorkian, A., Masri, S. F., Fujino, Y., & Siringoringo, D. M. (2014). Development and validation of nonlinear computational models of dispersed structures under strong earthquake excitation. Earthquake Engineering & Structural Dynamics 43 (7): 1089–105. doi:10.1002/eqe.v43.7.
  • Fujino, Y., D. M. Siringoringo, and M. Abe. 2016. Japan’s experience on long-span bridges monitoring. Structural Monitoring and Maintenance 3 (3): 233. doi: 10.12989/smm.2016.3.3.233.
  • Fujino, Y., D. M. Siringoringo, M. Kikuchi, K. Kasai, and T. Kashima. 2019. Seismic monitoring of seismically isolated bridges and buildings. Seismic Structural Health Monitoring: From Theory to Successful Applications 407–47. doi: 10.1007/978-3-030-13976-6_17.
  • Grossmann, A., and J. Morlet. 1984. Decomposition of hardy functions into square integrable wavelets of constant shape. SIAM Journal on Mathematical Analysis 15 (4): 723–36. doi: 10.1137/0515056.
  • Hera, A., and Z. Hou. 2004. Application of wavelet approach for ASCE structural health monitoring benchmark studies. ASCE Journal of Engineering Mechanics 130 (1): 96–104. doi: 10.1061/(ASCE)0733-9399(2004)130:1(96).
  • Hou, Z., A. Hera, and A. Shinde. 2006. Wavelet–based structural health monitoring of earthquake excited structures. Computer Aided Civil and Infrastructure Engineering 21 (4): 268–79. doi: 10.1111/j.1467-8667.2006.00434.x.
  • Kawashima, K., and I. Buckle. 2013. Structural performance of bridges in the Tohoku-oki earthquake. Earthquake Spectra 29 (1_suppl): 315–38. doi: 10.1193/1.4000129.
  • Kitahara, T., Y. Kajita, and Y. Kitane. 2012. Investigation on the damage cause of the bridge rubber bearings in the 2011 off the Pacific coast of Tohoku Earthquake. Proceedings of 15th World Conference on Earthquake Engineering, Lisbon.
  • Masing, G. 1926. Eigenspannungen und verfestigung beim messing (Self stretching and hardening for brass). Proceedings of the Second International Congress for Applied Mechanics, 332–35. Zurich, Switzerland. (in German).
  • Michel, C., and P. Gueguen. 2010. Time-frequency analysis of small frequency variations in civil engineering structures under weak and strong motions using a reassignment method. Structural Health Monitoring 9: 159–71. doi: 10.1177/1475921709352146.
  • Pan, T. C., and C. L. Lee. 2002. Application of wavelet theory to identify yielding in seismic response of bi‐linear structures. Earthquake Engineering & Structural Dynamics 31 (2): 379–98. doi: 10.1002/eqe.113.
  • SI (Computers and Structures Inc). 2013. SAP2000 v16 integrated finite element analysis and design of structures. Berkeley: CSI.
  • Siringoringo, D. M., and Y. Fujino. 2015. Long‐term seismic monitoring of base‐isolated building with emphasis on serviceability assessment. Earthquake Engineering & Structural Dynamics 44 (4): 637–55. https://doi.org/10.1002/eqe.2538.
  • Siringoringo, D. M., Y. Fujino, M. Suzuki, and M. Vaibhav. 2019. Seismic monitoring of cable-stayed bridge using wireless sensor network. Proceeding of Workshop on Structural Control & Health Monitoring, Stanford, CA. doi: 10.12783/shm2019/32394
  • Staszewski, W. J., and D. M. Wallace. 2014. Wavelet-based frequency response function for time-variant systems—An exploratory study. Mechanical Systems and Signal Processing 47 (1–2): 35–49. doi: 10.1016/j.ymssp.2013.03.011.
  • Suzuki, M., K. Jinno, Y. Tashiro, Y. Katsumata, C. H. Liao, T. Nagayama, and H. Morikawa. 2016. Development and field experiment of routing-free multi-hop wireless sensor network for structural monitoring. Proceedings of the International Conference on Smart Infrastructure and Construction, 179–84, Cambridge University, Cambridge, UK, January 27–June 29.
  • Tchamitchian, P., and B. Torrésani, B. 1990. Ridge and skeleton extraction from the wavelet transform. Proceeding of CBMS-NSF Conference on Wavelets and their Applications, Lowell, MA, USA, June 1990.
  • Todorovska, M. I., and M. D. Trifunac. 2007. Earthquake damage detection in the Imperial County services building I: The data and time–frequency analysis. Soil Dynamics and Earthquake Engineering 27 (6): 564–76. doi: 10.1016/j.soildyn.2006.10.005.
  • Unjoh, S. 2014. Menshin (Seismic isolation) Bridges in Japan. Technical Note of PWRI Japan No. 4288.
  • Yan, B. F., A. Miyamoto, and E. Brühwiler. 2006. Wavelet transform-based modal parameter identification considering uncertainty. Journal of Sound and Vibration 291 (1–2): 285–301. doi: 10.1016/j.jsv.2005.06.005.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.