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Research Article

Influence of Rotation-restrained Energy-dissipation Device on the Seismic Performance of a Curved Isolated Bridge

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Pages 5511-5538 | Received 22 May 2020, Accepted 12 Jan 2021, Published online: 03 Feb 2021

References

  • Alam, M. S., M. A. R. Bhuiyan, and A. H. M. M. Bullah. 2012. Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones. Bulletin of Earthquake Engineering 10 (6): 1885–909. doi: 10.1007/s10518-012-9381-8.
  • Amjadian, M., and A. K. Agrawal. 2019. Feasibility study of using a semiactive electromagnetic friction damper for seismic response control of horizontally curved bridges. Structural Control and Health Monitoring 26 (4): e2333. doi: 10.1002/stc.2333.
  • Ates, S., and M. C. Constantinou. 2011. Example of application of response spectrum analysis for seismically isolated curved bridges including soil-foundation effects. Soil Dynamics and Earthquake Engineering 31 (4): 648–61. doi: 10.1016/j.soildyn.2010.12.002.
  • Banerjee, A., A. Chanda, and R. Das. 2017. Seismic analysis of a curved bridge considering deck-abutment pounding interaction: An analytical investigation on the post-impact response. Earthquake Engineering & Structural Dynamics 46 (2): 267–90. doi: 10.1002/eqe.2791.
  • Burdette, N. J., A. S. Elnashai, A. Lupoi, and A. G. Sextos. 2008. Effect of asynchronous earthquake motion on complex bridges. I: Methodology and input motion. Journal of Bridge Engineering 13 (2): 158–65. doi: 10.1061/(ASCE)1084-0702(2008)13:2(158).
  • Filippou, F. C., V. V. Bertero, and E. P. Popov 1983. Effects of bond deterioration on hysteretic behavior of reinforced concrete joints. In Report EERC, 83–19. Berkeley, CA: Earthquake Engineering Research Center, University of California.
  • Guo, A. X., Z. J. Li, and H. Li. 2011. Point-to-surface pounding of highway bridges with deck rotation subjected to bi-directional earthquake excitations. Journal of Earthquake Engineering 15 (2): 274–302. doi: 10.1080/13632461003739730.
  • Guo, J. J., J. Zhong, X. Z. Dang, and W. C. Yuan. 2017. Seismic performance assessment of a curved bridge equipped with a new type spring restrainer. Engineering Structures 151: 105–14. doi: 10.1016/j.engstruct.2017.08.006.
  • Han, Q., X. L. Du, J. B. Liu, Z. X. Li, L. Y. Li, and J. F. Zhao. 2009. Seismic damage of highway bridges during the 2008 Wenchuan earthquake. Earthquake Engineering and Engineering Vibration 8 (2): 263–73. doi: 10.1007/s11803-009-8162-0.
  • Han, Q., P. G. Wang, and X. L. Du. 2014. Hysteretic behavior and model study of circular RC bridge piers under combined flexural and torsional loadings. China Civil Engineering Journal 47 (6): 97–108. [in Chinese].
  • Jeon, J. S., T. K. Desroches, and E. Choi. 2016. Geometric parameters affecting seismic fragilities of curved multi-frame concrete box-girder bridges with integral abutments. Engineering Structures 122: 121–43. doi: 10.1016/j.engstruct.2016.04.037.
  • Julian, F. D. R., T. Hayashikawa, and T. Obata. 2007. Seismic performance of isolated curved steel viaducts equipped with deck unseating prevention cable restrainers. Journal of Constructional Steel Research 63 (2): 237–53. doi: 10.1016/j.jcsr.2006.03.008.
  • Kawashima, K., Y. Takahashi, H. B. Ge, Z. S. Wu, and J. D. Zhang. 2009. Reconnaissance report on damage of bridges in 2008 Wenchuan, China, earthquake. Journal of Earthquake Engineering 13 (7): 965–96. doi: 10.1080/13632460902859169.
  • Li, X., D. Y. Zhang, W. M. Yan, Y. J. Chen, and W. C. Xie. 2015. Shake-table test for a typical curved bridge: Wave passage and local site effects. Journal of Bridge Engineering 20 (2): 04014061. doi: 10.1061/(ASCE)BE.1943-5592.0000643.
  • Mangalathu, S., and J. S. Jeon. 2018. Adjustment factors to account for the effect of bridge deck horizontal curvature on the seismic response of concrete box-girder bridge in California. Earthquake Spectra 34 (2): 893–914. doi: 10.1193/060917EQS109M.
  • Marin-Artieda, C. C., and A. S. Whittaker. 2010. Theoretical studies of the XY-FP seismic isolation bearing for bridges. Journal of Bridge Engineering 15 (6): 631–38. doi: 10.1061/(ASCE)BE.1943-5592.0000103.
  • Marin-Artieda, C. C., A. S. Whittaker, and M. C. Constantinou. 2009. Experimental study of the XY-friction pendulum XY-FP bearing for bridge applications. Journal of Bridge Engineering 14 (3): 193–202. doi: 10.1061/(ASCE)1084-0702(2009)14:3(193).
  • Monzon, E. V., I. G. Buckle, and A. M. Itani. 2016. Seismic performance and response of seismically isolated curved steel I-girder bridge. Journal of Structural Engineering 142 (12): 04016121. doi: 10.1061/(ASCE)ST.1943-541X.0001594.
  • Pahlavan, H., B. Zakeri, G. Ghodrati Amiri, and M. Shaianfar. 2016. Probabilistic vulnerability assessment of horizontally curved multiframe RC box-girder highway bridges. Journal of Performance of Constructed Facilities 30 (3): 04015038. doi: 10.1061/(ASCE)CF.1943-5509.0000780.
  • Professional Standard PRC (People’s Republic of China). 2008. Guidelines for seismic design of highway bridges. [in Chinese]. Beijing: China Communications Press.
  • Professional Standard PRC (People’s Republic of China). 2010. Code for design of concrete structures. [in Chinese]. Beijing: China Architecture & Building Press.
  • Qu, Z., J. Z. Xie, T. Wang, and S. Kishiki. 2017. Cyclic loading test of double K-braced reinforced concrete frame subassemblies with buckling restrained braces. Engineering Structures 139: 1–14. doi: 10.1016/j.engstruct.2017.02.040.
  • Scott, B. D., R. Park, and M. J. N. Priestley. 1982. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates. Journal of the American Concrete Institute 79: 13–27.
  • Seo, J., and D. G. Linzell. 2013. Nonlinear seismic response and parametric examination of horizontally curved steel bridges using 3D computational models. Journal of Bridge Engineering 18 (3): 220–31. doi: 10.1061/(ASCE)BE.1943-5592.0000345.
  • Shrestha, B., H. Hao, N. H. J. Ibrahim, and K. Bi. 2016. On the effectiveness of rotational friction hinge damper to control responses of multi-span simply supported bridge to non-uniform ground motions. Advances in Structural Engineering 19 (10): 1575–91. doi: 10.1177/1369433216645974.
  • Sun, Z. G., D. S. Wang, X. Guo, B. J. Si, and Y. Huo. 2012. Lessons learned from the damaged Huilan interchange in the 2008 Wenchuan earthquake. Journal of Bridge Engineering 17 (1): 15–24. doi: 10.1061/(ASCE)BE.1943-5592.0000210.
  • Tirasit, P., and K. Kawashima. 2007. Seismic performance of square reinforced concrete columns under combined cyclic flexural and torsional loadings. Journal of Earthquake Engineering 11 (3): 425–52. doi: 10.1080/13632460601031813.
  • Xing, C. X., H. Wang, A. Q. Li, and J. R. Wu. 2012. Design and experimental verification of a new multi-functional bridge seismic isolation bearing. Journal of Zhejiang University Science A (Applied Physics & Engineering) 13 (12): 904–14. doi: 10.1631/jzus.A1200106.
  • Yan, L., Q. N. Li, C. Han, and H. T. Jiang. 2016. Shaking table tests of curved bridge considering bearing friction sliding isolation. Shock and Vibration Article ID: 6245062. http://dx.doi.org/10.1155/2016/6245062
  • Zheng, W. Z., H. Wang, J. Li, and H. J. Shen. 2019. Parametric study of SMA-based friction pendulum system for response control of bridges under near-fault ground motions. Journal of Earthquake Engineering 1–19. doi: 10.1080/13632469.2019.1582442.

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