Coupled systems mechanics

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Soil-structure interaction effects on the seismic response of multistory frame structure

  • Received : 2022.04.14
  • Accepted : 2022.05.20
  • Published : 2022.10.25
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Abstract

In this paper,soil-structure interaction effects on the seismic response of multistory frame structure on raft foundation are numerically analyzed. The foundation soil profile is assumed to consists of a clay layer of variable thicknessresting on bedrock. Amodified plane-strain numerical model isformed in the software Plaxis, and both free vibration analysis, and earthquake analysis for a selected ground motion accelerogram are performed. The behavior of the structure is assumed to be linear elastic with Rayleigh viscous damping included. The behavior of the clay layer is modeled with a Hardening soil model with small strain stiffness. The computed results in terms of fundamental period and structural horizontal displacementsfor the case of fixed base and for different thicknesses of clay layer are presented, compared, and discussed.

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References

  1. Abdel Raheem, S.E., Ahmed, M.M. and Alazrak, T. (2014), "Soil-structure interaction effects on seismic response of multi-story buildings on raft foundation", J. Eng. Sci., 42(4), 905-930.
  2. Ademovic, N., Hadzima-Nyarko, M. and Zagora, N. (2020), "Seismic vulnerability assessment of masonry buildings in Banja Luka and Sarajevo (Bosnia and Herzegovina) using the macroseismic model", Bull. Earthq. Eng., 18(8), 3897-3933. https://doi.org/10.1007/s10518-020-00846-8.
  3. Ansari, T.A. and Jamle, S. (2019), "Performance based seismic analysis of regular RC building", Int. J. Manage. Technol. Eng., 342-351.
  4. Atkinson, J.H. and Sallfors, G. (1991), "Experimental determination of soil properties", Proceedings of the 10th ECSMFE, 3, 915-956.
  5. Benz, T. (2006), "Small-strain stiffness of soils and its numerical consequences", Ph.D. Thesis, Universitat Stuttgart.
  6. Brancherie, D. and Ibrahimbegovic, A. (2009), "Novel anisotropic continuum-discrete damage model capable of representing localized failure of massive structures: Part I: Theoretical formulation and numerical implementation", Eng. Comput., 26(1/2),100-127. https://doi.org/10.1108/02644400910924825.
  7. Do, X. and Ibrahimbegovic, A. (2018), "2D continuum viscodamage-embedded discontinuity model with second order mid-point scheme", Couple. Syst. Mech., 7, 669-690. https://doi.org/10.12989/csm.2018.7.6.669.
  8. El Abbas, N., Khamlichi, A. and Bezzazi, M. (2016), "Seismic response of foundation-mat structure subjected to local uplift", Couple. Syst. Mech., 5(4), 285-304. https://doi.org/10.12989/csm.2016.5.4.285.
  9. EN 1998-1: Eurocode 8 (2004), Design of Structures for Earthquake Resistance-Part 1: General Rules, Seismic Actions and Rules for Buildings, European Committee for Standardization.
  10. Galal, K. and Naimi, M. (2008), "Effect of soil conditions on the response of reinforced concrete tall structures to near-fault earthquakes", Struct. Des. Tall Spec. Build., 17(3), 541-562. https://doi.org/10.1002/tal.365.
  11. Gonen, S. and Soyoz, S. (2021), "Seismic analysis of a masonry arch bridge using multiple methodologies", Eng. Struct., 226, 111354. https://doi.org/10.1016/j.engstruct.2020.111354.
  12. Hadzalic, E., Ibrahimbegovic, A. and Dolarevic, S. (2018), "Failure mechanisms in coupled soil-foundation systems", Couple. Syst. Mech., 7, 27-42. https://doi.org/10.12989/csm.2018.7.1.027.
  13. Hadzalic, E., Ibrahimbegovic, A. and Nikolic, M. (2018), "Failure mechanisms in coupled poro-plastic medium", Couple. Syst. Mech., 7, 43-59. https://doi.org/10.12989/csm.2018.7.1.043.
  14. Hardin, B.O. and Drnevich, V.P. (1972), "Shear modulus and damping in soils: Design equations and curves", Proc. ASCE: Journal of the Soil Mechanics and Foundations Division, 98(SM7), 667-692. https://doi.org/10.1061/JSFEAQ.0001760
  15. Jennings, P.C. and Bielak, J. (1973), "Dynamics of building-soil interaction", Bull. Seismol. Soc. Am., 63(1), 9-48. https://doi.org/10.1785/BSSA0630010009.
  16. Kabtamu, H.G., Peng, G. and Chen, D. (2018), "Dynamic analysis of soil structure interaction effect on multi story RC frame", Open J. Civil Eng., 8, 426-446. https://doi.org/10.4236/ojce.2018.84030.
  17. Lokke, A. and Chopra, A.K. (2019), "Direct finite element method for nonlinear earthquake analysis of concrete dams: Simplification, modeling, and practical application", Earthq. Eng. Struct. Dyn., 48(7), 818-842. https://doi.org/10.1002/eqe.3150.
  18. Lu, Y., Hajirasouliha, I. and Marshall, A.M. (2016), "Performance-based seismic design of flexible-base multi-storey buildings considering soil-structure interaction", Eng. Struct., 108, 90-103. https://doi.org/10.1016/j.engstruct.2015.11.031.
  19. Mandal, A. and Maity, D. (2019), "Seismic analysis of dam-foundation-reservoir coupled system using direct coupling method", Couple. Syst. Mech., 8(5), 393-414. https://doi.org/10.12989/csm.2019.8.5.393.
  20. Mejia-Nava, R.A., Ibrahimbegovic, A., Dominguez-Ramirez, N. and Flores-Mendez, E. (2021), "Viscoelastic behavior of concrete structures subject to earthquake", Couple. Syst. Mech., 10(3), 263-280. https://doi.org/10.12989/csm.2021.10.3.263.
  21. Newmark, N.M. and Hall, W.J. (1969), "Seismic design criteria for nuclear reactor facilities", Proceedings of the 4th World Conference on Earthquake Engineering, Santiago, Chile.
  22. Nikolic, M., Do, X.N., Ibrahimbegovic, A. and Nikolic, Z. (2018), "Crack propagation in dynamics by embedded strong discontinuity approach: Enhanced solid versus discrete lattice model", Comput. Meth. Appl. Mech. Eng., 340, 480-499. https://doi.org/10.1016/j.cma.2018.06.012.
  23. Plaxis Scientific Manual, Plaxis Reference Manual, Plaxis Material Models Manual (2021), available on https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/46137/manuals---plaxis
  24. Reza Tabatabaiefar, S.H., Fatahi, B. and Samali, B. (2013), "Seismic behavior of building frames considering dynamic soil-structure interaction", Int. J. Geomech., 13(4), 409-420. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000231.
  25. Robert, E.S. (2009), "Dynamic nonlinear soil-structure interaction", Doctoral Dissertation, Ecole Centrale Paris.
  26. Santos, J.A. and Correia, A.G. (2001), "Reference threshold shear strain of soil. its application to obtain a unique strain-dependent shear modulus curve for soil", 15th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, Turkey, 1, 267-270.
  27. Schanz, T. and Vermeer, P.A. (1998), "Special issue on pre-failure deformation behaviour of geomaterials", Geotechnique, 48, 383-387.
  28. Schanz, T., Vermeer, P.A. and Bonnier, P.G. (1999), "The hardening-soil model: Formulation and verification", Beyond 2000 in Computational Geotechnics, Routledge.
  29. Seed, H.B. and Lysmer, J. (1978), "Soil-structure interaction analyses by finite elements-State of the art", Nucl. Eng. Des., 46(2), 349-365. https://doi.org/10.1016/0029-5493(78)90020-1.
  30. Tabatabaiefar, H.R. and Massumi, A. (2010), "A simplified method to determine seismic responses of reinforced concrete moment resisting building frames under influence of soil-structure interaction", Soil Dyn. Earthq. Eng., 30(11), 1259-1267. https://doi.org/10.1016/j.soildyn.2010.05.008.
  31. Zhang, X. and Far, H. (2021), "Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings", Bull. Earthq. Eng., 20(7), 3443-3467. https://doi.org/10.1007/s10518-021-01176-z.