Publication Cover
Structure and Infrastructure Engineering
Maintenance, Management, Life-Cycle Design and Performance
Volume 17, 2021 - Issue 11
220
Views
1
CrossRef citations to date
0
Altmetric
Research Article

Experimental and numerical analysis on the limited ductility of H-shaped concrete cable-stayed bridge tower

&
Pages 1552-1565 | Received 09 Oct 2019, Accepted 27 May 2020, Published online: 04 Sep 2020

References

  • Al-Ogaidi, Y. K. F. (2017). Drift investigation of limited ductile RC columns under biaxial bending [Doctoral dissertation]. Swinburne University of Technology.
  • American Association of State Highway and Transportation Officials. (2012). Bridge design specifications (6th ed.). Washington, DC: Author.
  • Arzoumanidis, S., Shama, A. A., Marlow, S. J., & Orsolini, G. O. (2005). The new Tacoma Narrows suspension bridge: critical issues in seismic analysis and design. In Structures Congress 2005: Metropolis and Beyond (pp. 1–12). doi:https://doi.org/10.1061/40753(171)21
  • Calvi, G. M., Sullivan, T. J., & Villani, A. (2010). Conceptual seismic design of cable-stayed bridges. Journal of Earthquake Engineering, 14(8), 1139–1171. doi:https://doi.org/10.1080/13632469.2010.505275
  • Camara, A., & Astiz, M. A. (2012). Pushover analysis for the seismic response prediction of cable-stayed bridges under multi-directional excitation. Engineering Structures, 41, 444–455. doi:https://doi.org/10.1016/j.engstruct.2012.03.059
  • Camara, A., Cristantielli, R., Astiz, M. A., M, Aza, ‐., & Chuquitaype, C. (2017). Design of hysteretic dampers with optimal ductility for the transverse seismic control of cable‐stayed bridges. Earthquake Engineering & Structural Dynamics, 46(11), 1811–1833. doi:https://doi.org/10.1002/eqe.2884
  • Chang, K. C., Mo, Y. L., Chen, C. C., Lai, L. C., & Chou, C. C. (2004). Lessons learned from the damaged Chi-Lu cable-stayed bridge. Journal of Bridge Engineering, 9(4), 343–352. doi:https://doi.org/10.1061/(ASCE)1084-0702(2004)9:4(343)
  • Combault, J., & Teyssandier, J. P. (2005). The Rion-Antirion bridge: concept, design and construction. In Structures Congress 2005: Metropolis and Beyond (pp. 1–12). doi:https://doi.org/10.1061/40753(171)149
  • Combault, J. (2011). The Rion-Antirion bridge—When a dream becomes reality. Frontiers of Architecture and Civil Engineering in China, 5(4), 415–426. doi:https://doi.org/10.1007/s11709-011-0130-x
  • Endo, K., Kawatoh, C., & Unjoh, S. (2004). Analytical study on seismic performance evaluation of long-span suspension bridge steel tower. In 13th World Conference on Earthquake Engineering, Vancouver [sn] (No. 944).
  • European Committee for Standardization. (1994). Design provisions for earthquake resistance of structures. Brusells: Author.
  • Freddi, F., Tubaldi, E., Ragni, L., & Dall'Asta, A. (2013). Probabilistic performance assessment of low‐ductility reinforced concrete frames retrofitted with dissipative braces. Earthquake Engineering & Structural Dynamics, 42(7), 993–1011. doi:https://doi.org/10.1002/eqe.2255
  • Hashemi, M. J., Al-Attraqchi, A. Y., Kalfat, R., & Al-Mahaidi, R. (2019). Linking seismic resilience into sustainability assessment of limited-ductility RC buildings. Engineering Structures, 188, 121–136. doi:https://doi.org/10.1016/j.engstruct.2019.03.021
  • Ho, J. C. M. (2011). Limited ductility design of reinforced concrete columns for tall buildings in low to moderate seismicity regions. The Structural Design of Tall and Special Buildings, 20(1), 102–120. doi:https://doi.org/10.1002/tal.610
  • Japan Society of Civil Engineering. (2005). Standard specifications for concrete structures: seismic performance verification. Tokyo: Author.
  • Jiao, C. Y., Li, J. Z., & Long, P. H. (2012). Seismic fragility analysis of long-span cable-stayed bridges. Advanced Science Letters, 12(1), 160–164. doi:https://doi.org/10.1166/asl.2012.2830
  • Kent, D. C., & Park, R. (1971). Flexural members with confined concrete. Journal of the Structural Division, 97, 1969–1990.
  • Kim, S. E., & Thai, H. T. (2010). Nonlinear inelastic dynamic analysis of suspension bridges. Engineering Structures, 32(12), 3845–3856. doi:https://doi.org/10.1016/j.engstruct.2010.08.027
  • Leon, R. T., & Deierlein, G. G. (1996). Considerations for the use of quasi-static testing. Earthquake Spectra, 12(1), 87–109. doi:https://doi.org/10.1193/1.1585869
  • Loh, C. H., & Tsay, C. Y. (2001). Responses of the earthquake engineering research community to the Chi-Chi (Taiwan) earthquake. Earthquake Spectra, 17(4), 635–656. doi:https://doi.org/10.1193/1.1430680
  • Mart]tedFromOnli, M. D., & Filiatrault, A. (2015). A case study on the application of passive control and seismic isolation techniques to cable-stayed bridges: A comparative investigation through non-linear dynamic analyses. Engineering Structures, 99, 232–252. doi:https://doi.org/10.1016/j.engstruct.2015.04.048
  • McDaniel, C. C., & Seible, F. (2005). Influence of inelastic tower links on cable-supported bridge response. Journal of Bridge Engineering, 10(3), 272–280. doi:https://doi.org/10.1061/(ASCE)1084-0702(2005)10:3(272)
  • Ministry of Housing and Urban-Rural Development of the People. (2010). Code for seismic design of buildings. Beijing: China Architecture & Building Press.
  • Ministry of Housing and Urban-Rural Development of the People’s Republic of China. (2011). Code for seismic design of urban bridges. Beijing: China Architecture and Building Press.
  • Ministry of Transport of the Peoples’ Republic of China. (2008). Guidelines for seismic design of highway bridges. Beijing: China Communications Press.
  • Nader, M., Lopez, J. J., & Mibelli, C. (2002). Seismic design strategy of the new San Francisco-Oakland bay bridge self-anchored suspension span. In 3rd National Seismic Conference and Workshop on Bridges and Highways: Advances in Engineering and Technology for the Seismic Safety of Bridges in the New Millennium. Washington, DC: National Academies of Sciences.
  • Raheem, S. E. A., & Hayashikawa, T. (2003). Parametric study on steel tower seismic response of cable-stayed bridges under great earthquake ground motion. Structural Engineering / Earthquake Engineering, 20(1), 25s–41s. doi:https://doi.org/10.2208/jsceseee.20.25s
  • Raza, S., Menegon, S. J., Tsang, H. H., & Wilson, J. L. (2020). Experimental testing program to investigate the collapse drift capacity of limited ductile high-strength RC columns. In ACMSM25 (pp. 723–732). Singapore: Springer.
  • Scott, B. D., Park, R., & Priestley, M. J. (1982, January). Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates. Journal Proceedings, 79(1), 13–27.
  • Shen, X., Wang, X., Ye, Q., & Ye, A. (2017). Seismic performance of transverse steel damper seismic system for long span bridges. Engineering Structures, 141, 14–28. doi:https://doi.org/10.1016/j.engstruct.2017.03.014
  • Shome, N., & Cornell, C.A. (1998). Normalization and scaling accelerograms for nonlinear structural analysis. In Proceedings of the Sixth U.S. National Conference on Earthquake Engineering, Seattle, WA: Earthquake Engineering Research Institute.
  • Standards Association of New Zealand. (1992). Code of practice for general structural design and design loadings for buildings. Wellington: Author.
  • Uang, C. M., Seible, F., McDaniel, C., & Chou, C. C. (2005). Performance evaluation of shear links and orthotropic bridge deck panels for the new San Francisco–Oakland Bay Bridge. Earthquake Engineering & Structural Dynamics, 34(4–5), 393–408. doi:https://doi.org/10.1002/eqe.446
  • Wang, R., Xu, Y., & Li, J. (2017). Transverse seismic behavior studies of a medium span cable-stayed bridge model with two concrete towers. Journal of Earthquake Engineering, 21(1), 151–168. doi:https://doi.org/10.1080/13632469.2015.1118710
  • Wang, X., Fang, J., Zhou, L., & Ye, A. (2019). Transverse seismic failure mechanism and ductility of reinforced concrete pylon for long span cable-stayed bridges: Model test and numerical analysis. Engineering Structures, 189, 206–221. doi:https://doi.org/10.1016/j.engstruct.2019.03.045
  • Washington Department of Transportation. (2002). Design criteria for the new Tacoma Narrows Bridge. Washington, DC: Author.
  • Xu, Y., Duan, X. Z., & Li, J. Z. (2012). Analysis of nonlinear seismic response of cable-stayed bridge subjected to longitudinal strong ground motions. Journal of South China University of Technology (Natural Science Edition), 40(6), 132–138.
  • Xu, Y., Duan, X., & Li, J. (2014). Seismic design strategy of cable stayed bridges subjected to strong ground motions. Structural Engineering and Mechanics, 51(6), 909–922. doi:https://doi.org/10.12989/sem.2014.51.6.909
  • Xu, Y., Wang, R., & Li, J. (2016). Experimental verification of a cable-stayed bridge model using passive energy dissipation devices. Journal of Bridge Engineering, 21(12), 04016092. doi:https://doi.org/10.1061/(ASCE)BE.1943-5592.0000966
  • Xu, Y., Zeng, S., Duan, X., & Ji, D. (2018). Seismic experimental study on a concrete pylon from a typical medium span cable-stayed bridge. Frontiers of Structural and Civil Engineering, 12(3), 401–411. doi:https://doi.org/10.1007/s11709-018-0464-8
  • Zeng, S. J. (2017). Study on seismic performance of the H-shaped cable-stayed bridge tower considering limited ductility. Shanghai: Tongji University.
  • Zhang, G. J., Lu, X. L., & Bai, G. L. (2005). Experimental study on seismic behavior of frame columns with high axial load ratio subjected to low cyclic loads. Earthquake Engineering and Engineering Vibration, 25(6), 70–75.

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.