DOI QR코드

DOI QR Code

Mitigation of the seismic response of a cable-stayed bridge with soil-structure-interaction effect using tuned mass dampers

  • Kontoni, Denise-Penelope N. (Department of Civil Engineering, Technological Educational Institute of Western Greece) ;
  • Farghaly, Ahmed Abdelraheem (Department of Civil and Architectural Constructions, Faculty of Industrial Education, Sohag University)
  • 투고 : 2019.01.21
  • 심사 : 2019.02.06
  • 발행 : 2019.03.25

초록

A cable-stayed bridge (CSB) is one of the most complicated structures, especially when subjected to earthquakes and taking into consideration the effect of soil-structure-interaction (SSI). A CSB of a 500 m mid-span was modeled by the SAP2000 software and was subjected to four different earthquakes. To mitigate the harmful effect of the vibration generated from each earthquake, four mitigation schemes were used and compared with the non-mitigation model to determine the effectiveness of each scheme, when applying on the SSI or fixed CSB models. For earthquake mitigation, tuned mass damper (TMD) systems and spring dampers with different placements were used to help reduce the seismic response of the CBS model. The pylons, the mid-span of the deck and the pylon-deck connections are the best TMDs and spring dampers placements to achieve an effective reduction of the earthquake response on such bridges.

키워드

참고문헌

  1. Abdel Raheem, S.E., Abdel Shafy, Y., Abdel Seed, F.K. and Ahmed, H.H. (2013), "Parametric study on nonlinear static analysis of cable stayed bridges", J. Eng. Sci.-Assiut Univ., 41(1), 67-88.
  2. Abdel Seed, F.K., Ahmed, H.H., Abdel Raheem, S.E. and Abdel Shafy, Y. (2013), "Dynamic non-linear behaviour of cable stayed bridges under seismic loadings", Life Sci. J., 10(4), 3725-3741.
  3. Camara, A. (2018), "Seismic behaviour of cable-stayed bridges: A review", MOJ Civil Eng., 4(3), 161-169. https://doi.org/10.15406/mojce.2018.04.00115
  4. Camara, A. and Astiz, M.A. (2011), "Typological study of the elastic seismic behavior of cable-stayed bridges", Proceedings of the 8th International Conference on Structural Dynamics, Leuven, Belgium, July.
  5. Choi, D.H., Park, W.S. and Nassif, H. (2013), "New procedure for estimating cable force in cable-stayed bridge", Transportation Research Board (TRB) 92nd Annual Meeting, Washington, U.S.A.
  6. Davalos, E. (2000), "Structural behaviour of cable-stayed bridges", M.Sc. Dissertation, Massachusetts Institute of Technology, Cambridge, Massachusetts, U.S.A.
  7. Elias, S. and Matsagar, V. (2017), "Effectiveness of tuned mass dampers in seismic response control of isolated bridges including soil-structure interaction", Lat. Am. J. Sol. Struct., 14(13), 2324-2341. https://doi.org/10.1590/1679-78253893
  8. Geng, F., Ding, Y., Xie, H., Song, J. and Li, W. (2014), "Influence of structural system measures on the dynamic characteristics of a multi-span cable-stayed bridge", Struct. Eng. Mech., 52(1), 51-73. https://doi.org/10.12989/sem.2014.52.1.051
  9. Kahya, V. and Araz, O. (2017), "Series tuned mass dampers in train-induced vibration control of railway bridges", Struct. Eng. Mech., 61(4), 453-461. https://doi.org/10.12989/sem.2017.61.4.453
  10. Karoumi, R. (1999), "Response of cable-stayed and suspension bridges to moving vehicles: Analysis methods and practical modeling techniques", Ph.D. Dissertation, Royal Institute of Technology, Stockholm, Sweden.
  11. Khan, R.A., Datta, T.K. and Ahmad, S. (2004), "Seismic risk analysis οf cable stayed bridges with support flexibility", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, August.
  12. Kim, S. and Kang, Y.J. (2016), "Structural behavior of cablestayed bridges after cable failure", Struct. Eng. Mech., 59(6), 1095-1120. https://doi.org/10.12989/sem.2016.59.6.1095
  13. Kuyumcua, Z. and Ates, S. (2012), "Soil-structure-foundation effects on stochastic response analysis of cable-stayed bridges", Struct. Eng. Mech., 43(5), 637-655. https://doi.org/10.12989/sem.2012.43.5.637
  14. Lu, Z., Chen, X., Li, X. and Li, P. (2017), "Optimization and application of multiple tuned mass dampers in the vibration control of pedestrian bridges", Struct. Eng. Mech., 62(1), 55-64. https://doi.org/10.12989/sem.2017.62.1.055
  15. Ni, Y.Q., Wang, J. and Chan, T.H.T. (2015), "Structural damage alarming and localization of cable-supported bridges using multi-novelty indices: A feasibility study", Struct. Eng. Mech., 54(2), 337-362. https://doi.org/10.12989/sem.2015.54.2.337
  16. Salamak, M., Owerko, T. and Lazinski, P. (2016), "Displacements of cable-stayed bridge measured with the use of traditional and modern techniques", Architect. Civil Eng. Environ. Siles. Univ. Technol., 4, 89-97. https://doi.org/10.21307/acee-2016-055
  17. $SAP2000^{(R)}$ Version 17 (2015), Integrated Software for Structural Analysis and Design, Computers and Structures, Inc., Walnut Creek, California, U.S.A. and New York, U.S.A.
  18. Valdebenito, G.E., Aparicio, A.C. and Alvarez, J.J. (2012), "Seismic response of cable-stayed bridges for different layout conditions: A comparative analysis", Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal, September.
  19. Wang, P.H. and Yang, C.G. (1996), "Parametric studies on cablestayed bridges", Comput. Struct., 60(2), 243-260. https://doi.org/10.1016/0045-7949(95)00382-7
  20. Xiuli, X., Zhijun, L., Weiqing, L., Dongming, F. and Xuehong, L. (2017), "Investigation of the wind-resistant performance of seismic viscous dampers on a cable-stayed bridge", Eng. Struct., 145(15), 283-292. https://doi.org/10.1016/j.engstruct.2017.05.008
  21. Xu, Y., Duan, X. and Li, J. (2014), "Seismic design strategy of cable stayed bridges subjected to strong ground motions", Struct. Eng. Mech., 51(6), 909-922. https://doi.org/10.12989/sem.2014.51.6.909
  22. Zhang, T. and Wu, Z. (2011), "Dead load analysis of cable-stayed bridge", Proceedings of the International Conference on Intelligent Building and Management, Singapore.
  23. Zhang, X.J. and Yu, Z.J. (2015), "Study of seismic performance of cable-stayed-suspension hybrid bridges", Struct. Eng. Mech., 55(6), 1203-1221. https://doi.org/10.12989/sem.2015.55.6.1203

피인용 문헌

  1. Lateral Seismic Response and Self-Centering Performance of a Long-Span Railway Continuous Beam-Arch Bridge vol.2020, 2020, https://doi.org/10.1155/2020/4547532
  2. Improving the seismic performance of reinforced concrete frames using an innovative metallic-shear damper vol.28, pp.3, 2021, https://doi.org/10.12989/cac.2021.28.3.275