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Advances in Civil Engineering
Volume 2017 (2017), Article ID 9514086, 12 pages
https://doi.org/10.1155/2017/9514086
Research Article

Seismic Fragility Assessment of an Isolated Multipylon Cable-Stayed Bridge Using Shaking Table Tests

Faculty of Engineering, China University of Geosciences, Lumo Road 388, Wuhan, Hubei, China

Correspondence should be addressed to Yutao Pang; moc.liamg@yyoatuygnap

Received 21 May 2017; Revised 31 July 2017; Accepted 27 August 2017; Published 12 October 2017

Academic Editor: Filippo Ubertini

Copyright © 2017 Yutao Pang. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. W.-X. Ren and M. Obata, “Elastic-plastic seismic behavior of long span cable-stayed bridges,” Journal of Bridge Engineering, vol. 4, no. 3, pp. 194–203, 1999. View at Publisher · View at Google Scholar · View at Scopus
  2. B. M. Pacheco, Y. Fujino, and A. Sulekh, “Estimation curve for modal damping in stay cables with viscous damper,” Journal of Structural Engineering (United States), vol. 119, no. 6, pp. 1961–1979, 1993. View at Publisher · View at Google Scholar · View at Scopus
  3. J. C. Wilson and T. Liu, “Ambient vibration measurements on a cable‐stayed bridge,” Earthquake Engineering & Structural Dynamics, vol. 20, no. 8, pp. 723–747, 1991. View at Publisher · View at Google Scholar · View at Scopus
  4. S. J. Dyke, J. M. Caicedo, G. Turan, L. A. Bergman, and S. Hague, “Phase I benchmark control problem for seismic response of cable-stayed bridges,” Journal of Structural Engineering, vol. 129, no. 7, pp. 857–872, 2003. View at Publisher · View at Google Scholar · View at Scopus
  5. M. Domaneschi and L. Martinelli, “Performance comparison of passive control schemes for the numerically improved ASCE cable-stayed bridge model,” Earthquake and Structures, vol. 3, no. 2, pp. 181–201, 2012. View at Publisher · View at Google Scholar · View at Scopus
  6. A. S. Nazmy and A. M. Abdel-Ghaffar, “Non-linear earthquake-response analysis of long-span cable-stayed bridges: theory,” Earthquake Engineering & Structural Dynamics, vol. 19, no. 1, pp. 45–62, 1990. View at Publisher · View at Google Scholar · View at Scopus
  7. A. S. Nazmy and A. M. Abdel‐Ghaffar, “Effects of ground motion spatial variability on the response of cable‐stayed bridges,” Earthquake Engineering & Structural Dynamics, vol. 21, no. 1, pp. 1–20, 1992. View at Publisher · View at Google Scholar · View at Scopus
  8. H.-E. M. Ali, “Seismic passive control of cable-stayed bridges,” Shock and Vibration, vol. 2, no. 4, pp. 259–272, 1995. View at Publisher · View at Google Scholar · View at Scopus
  9. F. Casciati, G. P. Cimellaro, and M. Domaneschi, “Seismic reliability of a cable-stayed bridge retrofitted with hysteretic devices,” Computers and Structures, vol. 86, no. 17, pp. 1769–1781, 2008. View at Publisher · View at Google Scholar · View at Scopus
  10. W. T. Barnawi and S. J. Dyke, “Seismic fragility relationships of a cable-stayed bridge equipped with response modification systems,” Journal of Bridge Engineering, vol. 19, no. 8, Article ID A4013003, 2014. View at Publisher · View at Google Scholar · View at Scopus
  11. Y. Pang, X. Wu, G. Shen, and W. Yuan, “Seismic fragility analysis of cable-stayed bridges considering different sources of uncertainties,” Journal of Bridge Engineering, vol. 19, no. 4, Article ID 04013015, 2014. View at Publisher · View at Google Scholar · View at Scopus
  12. J. Li, J. Yan, T. Peng, and L. Han, “Shake table studies of seismic structural systems of a taizhou changjiang highway bridge model,” Journal of Bridge Engineering, vol. 20, no. 3, Article ID 04014065, 2015. View at Publisher · View at Google Scholar · View at Scopus
  13. R. Wang, Y. Xu, and J. Li, “Transverse seismic behavior studies of a medium span cable-stayed bridge model with two concrete towers,” Journal of Earthquake Engineering, vol. 21, no. 1, pp. 151–168, 2017. View at Publisher · View at Google Scholar
  14. Z.-H. Zong, R. Zhou, X.-Y. Huang, and Z.-H. Xia, “Seismic response study on a multi-span cable-stayed bridge scale model under multi-support excitations. Part I: shaking table tests,” Journal of Zhejiang University SCIENCE A, vol. 15, no. 5, pp. 351–363, 2014. View at Publisher · View at Google Scholar · View at Scopus
  15. M. Shinozuka, M. Q. Feng, H.-K. Kim, and S.-H. Kim, “Nonlinear static procedure for fragility curve development,” Journal of Engineering Mechanics, vol. 126, no. 12, pp. 1287–1295, 2000. View at Publisher · View at Google Scholar · View at Scopus
  16. N. I. Basoz, A. S. Kiremidjian, S. A. King, and K. H. Law, “Statistical analysis of bridge damage data from the 1994 Northridge, CA, Earthquake,” Earthquake Spectra, vol. 15, no. 1, pp. 25–54, 1999. View at Publisher · View at Google Scholar
  17. J. E. Padgett and R. DesRoches, “Methodology for the development of analytical fragility curves for retrofitted bridges,” Earthquake Engineering and Structural Dynamics, vol. 37, no. 8, pp. 1157–1174, 2008. View at Publisher · View at Google Scholar · View at Scopus
  18. W. Yuan, B. Wang, P. Cheung, X. Cao, and Z. Rong, “Seismic performance of cable-sliding friction bearing system for isolated bridges,” Journal of Earthquake Engineering and Engineering Vibration, vol. 11, no. 2, pp. 173–183, 2012. View at Publisher · View at Google Scholar · View at Scopus
  19. Ministry of Transport, Guidelines for Seismic Design of Highway Bridges, China Communication Press, Beijing, China (Chinese). View at Publisher · View at Google Scholar
  20. M. A. Hariri-Ardebili, S. Sattar, and H. E. Estekanchi, “Performance-based seismic assessment of steel frames using endurance time analysis,” Engineering Structures, vol. 69, pp. 216–234, 2014. View at Publisher · View at Google Scholar · View at Scopus
  21. H. W. Lilliefors, “On the Kolmogorov-Smirnov test for normality with mean and variance unknown,” Journal of the American Statistical Association, vol. 62, no. 318, pp. 399–402, 1967. View at Publisher · View at Google Scholar