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He, R., Wang, L., Pak, R. Y., Guo, Z., &Zheng, J. (2017a). Vertical elastic dynamic impedance of a large diameter and thin-walled cylindrical shell type foundation. Soil Dynamics and Earthquake Engineering, 95, 138–152.HeR.WangL.PakR. Y.GuoZ.ZhengJ.2017aVertical elastic dynamic impedance of a large diameter and thin-walled cylindrical shell type foundation95138152Search in Google Scholar
R. He,, R.Y.S. Pak and L.Z. Wang. (2017b), Elastic lateral dynamic impedance functions for a rigid cylindrical shell type foundation. Int. J. Numer. Anal. Meth. Geomech. 2017; 41:508–526.HeR.PakR.Y.S.WangL.Z.2017bElastic lateral dynamic impedance functions for a rigid cylindrical shell type foundation201741508526Search in Google Scholar
C. Latini, V. Zania. Dynamic lateral response of suction caissons. Soil Dynamics and Earthquake Engineering 100 (2017) 59–71LatiniC.ZaniaV.Dynamic lateral response of suction caissons10020175971Search in Google Scholar
Heidari, M., Jahanandish, M., El Naggar, H., & Ghahramani, A. (2014). Nonlinear cyclic behavior of laterally loaded pile in cohesive soil. Canadian Geotechnical Journal, 51(2), 129–143.HeidariM.JahanandishM.El NaggarH.GhahramaniA.2014Nonlinear cyclic behavior of laterally loaded pile in cohesive soil512129143Search in Google Scholar
Gerolymos, N., and Gazetas, G. 2005. Constitutive model for 1-D cyclic soil behavior applied to seismic analysis of layered deposits. Soils and Foundations, 45(3): 147–159GerolymosN.GazetasG.2005Constitutive model for 1-D cyclic soil behavior applied to seismic analysis of layered deposits453147159Search in Google Scholar
Latini, C., Cisternino, M., &Zania, V. (2016, June). Vertical Dynamic Stiffness of Offshore Foundations. In The 26th International Ocean and Polar Engineering Conference. International Society of Offshore and Polar Engineers.LatiniC.CisterninoM.ZaniaV.2016JuneInThe 26th International Ocean and Polar Engineering ConferenceInternational Society of Offshore and Polar EngineersSearch in Google Scholar
Novak M, Nogami T. Soil-pile interaction in horizontal vibration. EarthqEngStructDyn 1977;5:263–81.NovakMNogamiTSoil-pile interaction in horizontal vibration1977526381Search in Google Scholar
Nogami T. Coefficients of soil reaction to pile vibration. J GeotechEngDiv1980:106NogamiTCoefficients of soil reaction to pile vibration1980106Search in Google Scholar
Novak M. Dynamic Stiffness and Damping of Piles. Can Geotech J1974;11(4):574–98.NovakMDynamic Stiffness and Damping of Piles197411457498Search in Google Scholar
Mylonakis G. Elastodynamic model for large-diameter end-bearing shafts. SoilsFound 2001;41(3):31–44.MylonakisGElastodynamic model for large-diameter end-bearing shafts20014133144Search in Google Scholar
Sen R, Davis TG, Banerjee PK. Dynamic analysis of piles and pile groups embedded in homogeneous soil. Earthquake Engineering and Structural Dynamics 1985; 13:53–65.SenRDavisTGBanerjeePKDynamic analysis of piles and pile groups embedded in homogeneous soil1985135365Search in Google Scholar
Maeso O, Aznarez JJ, Garcia F. Dynamic impedances of piles and groups of piles in saturated soils. Computers and Structures 2005; 10:769–782.MaesoOAznarezJJGarciaFDynamic impedances of piles and groups of piles in saturated soils200510769782Search in Google Scholar
Kaynia AM (1982) Dynamic stiffness and seismic response of pile groups. Research Report R82-03, Order No. 718, Cambridge, MassachusettsKayniaAM1982Research Report R82-03, Order No. 718,Cambridge, MassachusettsSearch in Google Scholar
Kaynia AM, Kausel E. Dynamics of piles and pile groups in layered soils. Soil Dynamics and Earthquake Engineering 1991; 10 (8): 386–401.KayniaAMKauselEDynamics of piles and pile groups in layered soils1991108386401Search in Google Scholar
Kausel E, Whitmaand RV, Elsabee F, Morray JP (The spring method for embedded foundation. Nuclear Eng Des 1978; 48:377–392KauselEWhitmaandRVElsabeeFMorrayJPThe spring method for embedded foundation197848377392Search in Google Scholar
S. E. Kattis, D. Polyzos, D. E. Beskos. Vibration isolation by a row of piles using a 3-D frequency domain BEM. International Journal for Numerical Methods in Engineering. 46, 713–728 (1999)KattisS. E.PolyzosD.BeskosD. E.Vibration isolation by a row of piles using a 3-D frequency domain BEM467137281999Search in Google Scholar
Francesco Vinciprova, Orlando MaesoFortuny, Juan José Aznárez, Giuseppe Oliveto. Interaction of BEM analysis and experimental testing on Pile-Soil Systems. Problems in Structural Identification and Diagnostics: General Aspects and Applications 2003;195–227VinciprovaFrancescoMaesoFortunyOrlandoAznárezJuan JoséOlivetoGiuseppeInteraction of BEM analysis and experimental testing on Pile-Soil Systems2003195227Search in Google Scholar
L.A. Padron, J.J. Aznarez, O. Maeso « BEM–FEM coupling model for the dynamic analysis of piles and pile groups ». Engineering Analysis with Boundary Elements 31 (2007) 473–484.PadronL.A.AznarezJ.J.MaesoO.« BEM–FEM coupling model for the dynamic analysis of piles and pile groups »312007473484Search in Google Scholar
P.K. Emani, B.K. Maheshwari. (2009), «Dynamic impedances of pile groups with embedded caps in homogeneous elastic soils using CIFECM». Soil Dynamics and Earthquake Engineering. 963–973.EmaniP.K.MaheshwariB.K.2009«Dynamic impedances of pile groups with embedded caps in homogeneous elastic soils using CIFECM»963973Search in Google Scholar
Messioud S, Dias D, US Okoay, Sbartai S. (2011), « Impédances dynamique de fondation sur groupe de pieux. 29 emerencontres AUGC Telemcen.MessioudSDiasDOkoayUSSbartaiS2011Search in Google Scholar
S. Messioud, U. S. Okyay, B. Sbartai and D. Dias, Dynamic response of pile reinforced soils and piled foundations, Geotech. Geol. Eng. 34(3) (2016) 1–17.MessioudS.OkyayU. S.SbartaiB.DiasD.Dynamic response of pile reinforced soils and piled foundations3432016117Search in Google Scholar
Messioud, S., Dias, D., &Sbartai, B. (2019). Influence of the pile toe condition on the dynamic response of a group of pile foundations. International Journal of Advanced Structural Engineering, 11(1), 55–66.MessioudS.DiasD.SbartaiB.2019Influence of the pile toe condition on the dynamic response of a group of pile foundations1115566Search in Google Scholar
Liingaard, M., Andersen, L., & Ibsen, L. B. (2007). Impedance of flexible suction caissons. Earthquake Engineering & Structural Dynamics, 36(14), 2249–2271.LiingaardM.AndersenL.IbsenL. B.2007Impedance of flexible suction caissons361422492271Search in Google Scholar
Kourkoulis, R. S., Lekkakis, P. C., Gelagoti, F. M., &Kaynia, A. M. (2014). Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil-foundation interface. Géotechnique, 64(3), 171.KourkoulisR. S.LekkakisP. C.GelagotiF. M.KayniaA. M.2014Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil-foundation interface643171Search in Google Scholar
Wang, X., Yang, X., &Zeng, X. (2017). Seismic centrifuge modelling of suction bucket foundation for offshore wind turbine. Renewableenergy, 114, 1013–1022.WangX.YangX.ZengX.2017Seismic centrifuge modelling of suction bucket foundation for offshore wind turbine11410131022Search in Google Scholar
A Pecker, Dynamique des sols, Presses de l’Ecole Nationale des Ponts et Chaussees (1984).PeckerA1984Search in Google Scholar
Pradhan PK, Baidya DK, Ghosh DP (2004) Vertical Dynamic response of foundation resting on a soil layer over rigid rock using Cone Model. J InstEng 85:179–185.PradhanPKBaidyaDKGhoshDP2004Vertical Dynamic response of foundation resting on a soil layer over rigid rock using Cone Model85179185Search in Google Scholar
CODE-ASTER, http://www.code-aster.org/utilisation/nonfrench.ph.pNon-FrenchCode_AsterResourcesCODE-ASTERhttp://www.code-aster.org/utilisation/nonfrench.ph.pNon-FrenchCode_AsterResourcesSearch in Google Scholar
R. L. Kuhlemeyer and J. Lysmer, Finite element method accuracy for wave propagation problems, J. Soil Mech. Found. Div. ASCE 99(SM5) (1973) 421–427.KuhlemeyerR. L.LysmerJ.Finite element method accuracy for wave propagation problemsASCE 99(SM5)1973421427Search in Google Scholar
Tuladhar, R., Maki, T., and Mutsuyoshi, H. 2008. Cyclic behavior of laterally loaded concrete piles embedded into cohesive soil. Earthquake Engineering and Structural Dynamics, 37(1): 43–59. doi:10.1002/eqe.744.TuladharR.MakiT.MutsuyoshiH.2008Cyclic behavior of laterally loaded concrete piles embedded into cohesive soil371435910.1002/eqe.744Open DOISearch in Google Scholar