Structural Engineering and Mechanics

  • 제70권2호
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  • Pages.143-152
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  • 2019
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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Spatially variable effects on seismic response of the cable-stayed bridges considering local soil site conditions

  • Tonyali, Zeliha (Department of Civil Engineering, Recep Tayyip Erdogan University) ;
  • Ates, Sevket (Department of Civil Engineering, Karadeniz Technical University) ;
  • Adanur, Suleyman (Department of Civil Engineering, Karadeniz Technical University)
  • 투고 : 2018.08.06
  • 심사 : 2019.02.20
  • 발행 : 2019.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, stochastic responses of a cable-stayed bridge subjected to the spatially varying earthquake ground motion are investigated for variable local soil cases and wave velocities. Quincy Bay-view cable-stayed bridge built on the Mississippi River in Illinois, USA selected as a numerical example. The bridge is composed of two H-shaped concrete towers, double plane fan type cables and a composite concrete-steel girder deck. The spatial variability of the ground motion is considered with the coherency function, which is represented by the components of incoherence, wave-passage and site-response effects. The incoherence effect is investigated by considering Harichandran and Vanmarcke model, the site-response effect is outlined by using hard, medium and soft soil types, and the wave-passage effect is taken into account by using 1000, 600 and 200 m/s wave velocities for the hard, medium and soft soils, respectively. Mean of maximum response values obtained from the analyses are compared with those of the specific cases of the ground motion model. It is concluded that the obtained results from the bridge model increase as the differences between local soil conditions cases of the bridge supports change from firm to soft. Moreover, the variation of the wave velocity has important effects on the responses of the deck and towers as compared with those of the travelling constant wave velocity case. In addition, the variability of the ground motions should be considered in the analysis of long span cable-stayed bridges to obtain more accurate results in calculating the bridge responses.

키워드

참고문헌

  1. Adanur, S., Altunisik, A.C., Basaga, H.B., Soyluk, K. and Dumanoglu, A.A. (2017), "Wave-passage effect on the seismic response of suspension bridges considering local soil conditions", Int. J. Steel Struct., 17(2), 501-513. https://doi.org/10.1007/s13296-017-6010-z
  2. Allam, A.M. (2010), "Multiple-support excitations of open-plane frames by a filtered white-noise and soil-structure interaction", J. Sound Vibr., 329(20), 4212-4226. https://doi.org/10.1016/j.jsv.2010.04.016
  3. Allam, S.M. and Datta, T.K. (1999), "Seismic behavior of cable stayed bridges under multi-component random ground motion", Eng. Struct., 21(1), 62-74. https://doi.org/10.1016/S0141-0296(97)00141-7
  4. Ates, S., Dumanoglu, A.A. and Alemdar, B. (2005), "Stochastic response of seismically isolated highway bridges with friction pendulum systems to spatially varying earthquake ground motions", Eng. Struct., 27(13), 1843-1858. https://doi.org/10.1016/j.engstruct.2005.05.016
  5. Ates, S., Tonyali, Z., Soyluk, K. and Samberou, A.M.S. (2018), "Effectiveness of soil-structure interaction and dynamic characteristics on cable-stayed bridges subjected to multiple support excitation", Int. J. Steel Struct., 18(2), 554-568 https://doi.org/10.1007/s13296-018-0069-z
  6. Bai, C., Ma, H. and Shim, V.P.W. (2015), "Stochastic elastic wave analysis of angled beams", Struct. Eng. Mech., 56(5), 767-785. https://doi.org/10.12989/sem.2015.56.5.767
  7. Betti, R., Abdel-Ghaffar, A.M. and Niazy, A.S. (1993), "Kinematic soil-structure interaction for long-span cablesupported bridges", Earthq. Eng. Struct. Dyn., 22(5), 415-430. https://doi.org/10.1002/eqe.4290220505
  8. Clough, R.W. and Penzien, J. (1993), Dynamics of Structures, 2nd Edition, McGraw Hill, Inc., Singapore
  9. Der Kiureghian, A. and Neuenhofer, A. (1991), A Response Spectrum Method for Multiple-Support Seismic Excitations, Report No. UCB/EERC-91/08, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, California, U.S.A.
  10. Dumanoglu, A.A. and Soyluk, K., (2002), SVEM, A Stochastic Structural Analysis Program for Spatially Varying Earthquake Motions, TDV/KT 023-76, Turkish Earthquake Foundation, Istanbul, Turkey.
  11. Ernst, H.J. (1965), "Der e-modul von seilen unter berucksiehtigung des durchanges", Der Bauingenieur, 40(2), 52-75.
  12. Garevski, M., Dumanoglu, A.A. and Severn, R.T. (1988), "Dynamic characteristics and seismic behavior of Jindo bridge, South Korea", Struct. Eng. Rev., 1, 141-149.
  13. 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
  14. Harichandran, R.S. and Vanmarcke, E.H., (1986), "Stochastic variation of earthquake ground motion in space and time", J. Eng. Mech., 112(2), 154-174. https://doi.org/10.1061/(ASCE)0733-9399(1986)112:2(154)
  15. 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
  16. Kuyumcu, 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
  17. Nazmy, A.S. and Abdel-Ghaffar, A.M. (1987), Seismic Response Analysis of Cable Stayed Bridges Subjected to Uniform and Multiple-Support Excitations, Report No. 87-SM-1, Department of Civil Engineering, Princeton University, Princeton, New Jersey, U.S.A.
  18. Nazmy, A.S. and Abdel-Ghaffar, A.M. (1990), "Non-linear earthquake-response analysis of long-span cable-stayed bridges: Applications", Earthq. Eng. Struct. Dyn., 19(1), 63-76. https://doi.org/10.1002/eqe.4290190107
  19. Nazmy, A.S. and Abdel-Ghaffar, A.M. (1992), "Effects of ground motion spatial variability on the response of cable-stayed bridges", Earthq. Eng. Struct. Dyn., 21(1), 1-20. https://doi.org/10.1002/eqe.4290210101
  20. Soyluk, K. and Dumanoglu, A.A. (2000), "Comparison of asynchronous and stochastic dynamic response of a cablestayed bridge", Eng. Struct., 22(5), 435-445. https://doi.org/10.1016/S0141-0296(98)00126-6
  21. Soyluk, K. and Dumanoglu, A.A. (2004), "Spatial variability effects of ground motions on cable-stayed bridges", Soil Dyn. Earthq. Eng., 24(3), 241-250. https://doi.org/10.1016/j.soildyn.2003.11.005
  22. Soyluk, K. and Yucel, K. (2007), "Verification of the filtered white noise model in the random vibration analysis of steel arch bridges", J. Facult. Eng. Architectu. Gazi Univ., 22(4), 933-939.
  23. Thomas, E.P. and Marc, O.E. (1998), "Effects of spatially varying ground motions on short bridges", J. Struct. Eng., 124(8), 948-955. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:8(948)
  24. Wang, D., Li, Y., Hao, S. and Zhao, D. (2016), "Wave-passage effect of earthquake loadings on long structures", Int. J. Struct. Stabil. Dyn., 16(7), 1550037. https://doi.org/10.1142/S0219455415500376
  25. Wang, J., Carr, A.J., Cooke, N. and Moss, P.J. (2009), "The response of a 344 m long bridge to non-uniform earthquake ground motions", Eng. Struct., 31(11), 2554-2567. https://doi.org/10.1016/j.engstruct.2009.05.022
  26. Wilson, J.C. and Gravelle, W. (1991), "Modeling of a cable-stayed bridge for dynamic analysis", Earthq. Eng. Struct. Dyn., 20(8), 707-721. https://doi.org/10.1002/eqe.4290200802
  27. Yan, X., Xinzhi, D. and Jianzhong, L. (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
  28. 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
  29. Zhang, Y.H., Li, Q.S., Lin, J.H. and Williams, F.W. (2009), "Random vibration analysis of long-span structures subjected to spatially varying ground motions", Soil Dyn. Earthq. Eng., 29(4), 620-629. https://doi.org/10.1016/j.soildyn.2008.06.007

피인용 문헌

  1. Practical coherency model suitable for near- and far-field earthquakes based on the effect of source-to-site distance on spatial variations in ground motions vol.73, pp.6, 2019, https://doi.org/10.12989/sem.2020.73.6.651