Geomechanics and Engineering

  • 제27권2호
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  • Pages.115-121
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  • 2021
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Seismic analysis of soil-structure interaction: Experimentation and modeling

  • Huynh, Van Quan (Campus in Ho Chi Minh city, University of Transport and Communications) ;
  • Nguyen, Trung Kien (Research and Application Center for Technology in Civil Engineering (RACE), University of Transport and Communications) ;
  • Nguyen, Xuan Huy (Research and Application Center for Technology in Civil Engineering (RACE), University of Transport and Communications)
  • 투고 : 2020.06.01
  • 심사 : 2021.10.05
  • 발행 : 2021.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents a simplified modelling strategy to simulate the soil-foundation-structure interaction under seismic loadings. The interaction of soil and structure is modeled by a macro-element with the coupling of geometric and material non-linearities. The model consists of 4 degrees of freedom in which the superstructure is lumped as a single degree of freedom (DOF) while the soil-foundation is modeled by 3 DOFs. The dynamic equilibrium equations are solved by a Newmark time integration scheme and implemented in Matlab. To verify the numerical model, an experimental investigation based on shaking table method has been conducted in the present study. Five series of earthquake motions with maximum acceleration increased from 0.1 m/s2 to 1.4 m/s2 were applied and the results of time-dependent accelerations and displacements are extracted. Based on the result comparisons, it is found that the numerical results were well validated against the experimental results.

키워드

과제정보

The research presented in this paper was financially supported by University of Transport and Communications, Vietnam, through Grant number T2020-PHII-005.

참고문헌

  1. Anastasopoulos, I., Kourkoulis, R., Gelagoti, F. and Papadopoulos, E. (2012), "Rocking response of sdof systems on shallow improved sand: An experimental study", Soil Dyn. Earthq. Eng., 40, 15-33. https://doi.org/10.1016/j.soildyn.2012.04.006.
  2. Chai, S., Ghaemmaghami, A.R. and Kwon, O. (2017), "Numerical modelling method for inelastic and frequency-dependent behavior of shallow foundations", Soil Dyn. Earthq. Eng., 92, 377-387. https://doi.org/10.1016/j.soildyn.2016.10.030.
  3. Chatzigogos, C.T., Figini, R., Pecker, A. and Salencon, J. (2011), "A macroelement formulation for shallow foundations on cohesive and frictional soils", Int. J. Numer. Anal. Meth. Geomech, 35(8), 902-931. https://doi.org/10.1002/nag.934.
  4. Chatzigogos, C.T., Pecker, A. and Salencon, J. (2009), "Macroelement modeling of shallow foundations", Soil Dyn. Earthq. Eng., 29(05), 765-781. https://doi.org/10.1016/j.soildyn.2008.08.009.
  5. Chopra, A.K. (1995), Dynamics of Structures, Pearson, London, U.K.
  6. Cremer, C., Pecker, A. and Davenne, L. (2001), "Cyclic macro-element for soil-structure interaction: material and geometrical non-linearities", Int. J. Numer. Anal. Meth. Geomech., 25(13), 1257-1284. https://doi.org/10.1002/nag.175.
  7. Cremer, C., Pecker, A. and Davenne, L. (2002), "Modelling of nonlinear dynamic behavior of a shallow strip foundation with macro-element", J. Earthq. Eng., 06(02), 175-211. https://doi.org/10.1080/13632460209350414.
  8. Di Prisco, C. and Pisano, F. (2011), "Seismic response of rigid shallow footings", Eur. J. Environ. Civ. Eng., 15(1), 185-221. https://doi.org/10.1080/19648189.2011.9695308.
  9. Figini, R., Paolucci, R. and Chatzigogos, C.T. (2012), "A macro-element model for non-linear soil-shallow foundation-structure interaction under seismic loads: theoretical development and experimental validation on large scale tests", Earthq. Eng. Struct. Dyn, 41(03), 475-493. https://doi.org/10.1002/eqe.1140.
  10. Gazetas, G. (1991), Foundation Vibrations in Foundation Engineering Handbook, Chapter 15, Springer, Boston, Massachusetts, U.S.A.
  11. Grange, S., Kotronis, P. and Mazars, J. (2008), "A macro-element for a circular foundation to simulate 3d soil-structure interaction", Int. J. Numer. Anal. Meth. Geomech, 32(10), 1205-1227. https://doi.org/10.1002/nag.664.
  12. Grange, S., Kotronis, P. and Mazars, J. (2009), "A macro-element to simulate dynamic soil-structure interaction", Eng. Struct., 31(12), 3034-3046. https://doi.org/10.1016/j.engstruct.2009.08.007.
  13. Huynh, V.Q., Nguyen, X.H. and Nguyen, T.K. (2020), "A macro-element for modelling the non-linear interaction of soil-shallow foundation under seismic loading", Civ. Eng. J., 6(4), 714-723. https://doi.org/10.28991/cej-2020-03091503.
  14. Khebizi, M., Guenfoud, H. and Guenfoud, M. (2018), "Numerical modelling of soil-foundation interaction by a new non-linear macro-element", Geomech. Eng., 14(4), 377-386. https://doi.org/10.12989/gae.2018.14.4.377.
  15. Millen, M.D.L., Cubrinovski, M., Pampanin, S. and Carr, A. (2018), "A macro-element for the modelling of shallow foundation deformations under seismic load", Soil Dyn. Earthq. Eng., 106, 101-112. https://doi.org/10.1016/j.soildyn.2017.12.001.
  16. Nova, R. and Montrasio, L. (1991), "Settlements of shallow foundations on sand", Geotechnique, 41(2), 243-256. https://doi.org/10.1680/geot.1991.41.2.243.
  17. Page, A.M, Grimstad, G., Eiksund, G.R. and Jostad, H.P. (2018), "A macro-element pile foundation model for integrated analyses of monopilebased offshore wind turbines", Ocean Eng., 167, 23-35. https://doi.org/10.1016/j.oceaneng.2018.08.019.
  18. Page, A.M, Grimstad, G., Eiksund, G.R. and Jostad, H.P. (2019), "A macro-element model for multidirectional cyclic lateral loading of monopiles in clay", Comput. Geotech., 106, 314-326. https://doi.org/10.1016/j.compgeo.2018.11.007.
  19. Paolucci, R. (1997), "Simplified evaluation of earthquake-induced permanent displacements of shallow foundations", J. Earthq. Eng., 1(3), 563-579. https://doi.org/10.1080/13632469708962378.
  20. Paolucci, R., Shirato, M. and Yilmaz, M.T. (2008), "Seismic behavior of shallow foundations: shaking table experiments vs numerical modelling", Earthq. Eng. Struct. Dyn, 37(4), 577-595. https://doi.org/10.1002/eqe.773.
  21. Pecker, A., Paolucci, R., Chatzigogos, C., Correia, A.A. and Figini, R. (2014), "The role of non-linear dynamic soil-foundation interaction on the seismic response of structures", Bull. Earthq. Eng., 12, 1157-1176. https://doi.org/10.1007/s10518-013-9457-0.
  22. Salciarinia, D., Frizzaa, M., Tamagninia, C., Arroyob, M. and Abadias, D. (2016), "Macroelement modeling of SSI effects on offshore wind turbines subject to large number of loading cycles", Procedia Eng., 158, 332-337. https://doi.org/10.1016/j.proeng.2016.08.451.
  23. Tistel, J., Grimstad, G. and Eiksund, GR. (2020), "A macro model for shallow foundations on granular soils describing nonlinear foundation behaviour", Comput. Struct., 232, 105816. https://doi.org/10.1016/j.compstruc.2017.07.018.
  24. Venanzi, I., Salciarini, D. and Tamagnini, C. (2014), "The effect of soil-foundation-structure interaction on the wind-induced response of tall buildings", Eng. Struct., 79, 117-130. https://doi.org/10.1016/j.engstruct.2014.08.002.