Achenbach JD, “Wave propagation in elastic soilids”, 1973, North-Holland, Amsterdam.
Ahmad S, Banerjee PK, “Multi-domain bem for two-dimensional problems of elastodynamics”, International Journal for Numerical Methods in Engineering, 1988, 26 (4), 891-911.
Aviles J, Perez-Rocha, LE, “Effects of foundation embedment during building-soil interaction”, Earthquake Engineering and Structural Dynamics, 1998, 27, 1523-1540.
Ba Z, Fu J, Wang F, Wang Y, “Three-dimensional dynamic response analysis of rigid foundation embedded in layered transversely isotropic half-space”, Journal of Earthquake Engineering, 2022, 26 (16), 8611-8628.
Ba ZH, Liang J, Lee VW, Hu L, “IBEM for impedance functions of an embedded strip foundation in a multi-layered transversely isotropic half-space”, Journal of Earthquake Engineering, 2018, 22 (8), 1415-1446.
Belkhir H, Sbartai B, Filali K, Messioud S, “Linear equivalent seismic response of a surface foundation excited by an SH harmonic wave”, European Journal of Environmental and Civil Engineering, 2023, 27 (13), 3881-3898.
Chang CY, Power MS, Idriss IM, Somerville PG, Silva W, Chen PC, “Engineering characterization of ground motion, Task II. Observational data on spatial variations of earthquake ground motion”, 1986, 3, No. NUREG/CR-3805-Vol. 3. Woodward-Clyde Consultants, Walnut Creek, CA (USA); Interpacific Technology, Inc., Oakland, CA (USA).
Dasgupta G, Chopra AK, “Dynamic stiffness matrices for viscoelastic half planes”, Journal of the Engineering Mechanics Division, 1979, 105.5, 729-745.
Day SM, “Seismic response of embedded foundations”, Proc. ASCE Convention, Chicago, IL, October, Preprint No. 3450, 1978.
Dominguez J, “Boundary elements in dynamics”, Escuela Superior de Ingenieros Industriahs Universidad de Sevilla, Computational Mechanics Publications Southampton Boston, Elsevier Applied Science, London New York, 1993.
Dominguez J, “Response of embedded foundations to traveling waves”, Research Report R78-24, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, MA02139, 1978b.
Elsabee F, Morray JP, “Dynamic behavior of embedded foundations”, Research Report R77-33. MIT, Department of Civil Engineering, Constructed Facilities, 1977.
Goktepe F, Sahin M, Celebi E, “Small shaking table testing and numerical analysis of free-field site response and soil-structure oscillation under seismic loading”, Bulletin of Engineering Geology and the Environment, 2020, 79, 2949-2969.
Han Z, Zhou M, Zhou X, Yang L, “Dynamic response of 3D surface/embedded rigid foundations of arbitrary shapes on multi-layered soils in time domain”, International Journal of Structural Stability and Dynamics, 2019, 19 (09), 1950106.
Huang B, Guo J, Liao K, Zhao Y, “Fragility analysis of RC frame structures subjected to obliquely incident seismic waves”, Sustainability, 2021, 13 (3), 1108.
Iguchi M, “An approximate analysis of input motions for rigid embedded foundations”, Transactions of the Architectural Institute of Japan, 1982, 315, 61-75.
Ishii K, Itoh T, Suhara J, “Kinematic interaction of soil-structure system based on observed data”, Proceeding. 8th World Conference of Earthquake Engineering, 1984, 3, 1017-1024.
Jahankhah H,
Ghannad M,
Rahmani M, “Alternative solution for kinematic interaction problem of soil-structure systems with embedded foundation”, The Structural Design of Tall and Special Buildings, 2013, 22 (3), 251-266.
Ji ZH, Can-xing T, Guo-Tao Y, Zhen-ning B, JiAN-wen L, “Realization of ground motion input in abaqus for layered foundation under SV wave of oblique incidence over critical angle”,
Engineering Mechanics, 2021,
38 (4), 200-210. https://doi.org/
10.6052/j.issn.1000-4750
Johnson James J, Alejandro P, “Soil-Structure interaction (ssi): observations, data, and correlative analysis”, Developments in Dynamic Soil-Structure Interaction, Dordrecht: Springer Netherlands, 1993, 219-258.
Kausel E, “Soil-structure interaction Soil Dynamics for Earthquake Design”, International Centre for Computer-aided Design (ICCAD), Santa Margherita, Italy, 1976.
Kausel E, Whitman RV, Morray JP, Elsabee F, “The spring method for embedded foundations”, Nuclear Engineering and Design, 1978, 48, 377-392.
Lin G, Han Z, Zhong H, Li J, “A precise integration approach for dynamic impedance of rigid strip footing on arbitrary anisotropic layered half-space”, Soil Dynamics and Earthquake Engineering, 2013, 49, 96-108.
Luco JE, Westmann RA, “Dynamic response of a rigid footing bonded to an elastic half space”, Journal of Applied Mechanics, 1972, ASME, 39 (E2), 527-534.
Luco JE, Wong HL, Trifunac MD “A note on the dynamic response of rigid embedded foundations”, Earthquake Engineering and Structural Dynamics, 1975, 4, 119-127.
Mahsouli M, Ghannad MA, “The effect of foundation embedment on inelastic response of structures”, Earthquake Engineering and Structural Dynamics, 2008, 38 (2), 423-437.
Maleki J, Jafarzadeh F, “Model tests on determining the effect of various geometrical aspects on horizontal impedance function of surface footings”, Earthquake Engineering and Structural Dynamics, 2023. https://doi.org/
10.24200/SCI.2023.59744.6403. (In press)
Messioud S, Sbartai B, Dias D, “Effect of seismic oblique waves on dynamic response of an embedded foundation”, ISET Journal of Earthquake Technology, 2012, 520, 49 (1-2), 37-52.
Mita A, Luco JE, “Impedance functions and input motions for embedded square foundations”, Journal of Geotechnical Engineering, 1989, 115, 4, 491-503.
Miura K, “Dynamic soil structure interaction”, International Institute of Seismology and Earthquake Engineering (IISEE), 2000, Lecture Note.
Oien MA, “Steady motion of a rigid strip bonded to an elastic half space”, Journal of Applied Mechanics, ASME, 1971, 38 (E2), 328-334.
Seed H, Bolton, Robert V, Whitman, John Lysmer, “Soil-structure interaction effects in the design of nuclear power plants”, Structural and Geotechnical Mechanics, a Volume Honoring Nathan M. Newmark, Prentice-Hall,1977.
Spyrakos CC, Strip-foundations, Boundary element techniques in geomechanics, New York: Elsevier Applied Science, 1993, 6, 147-177.
Spyrakos CC, Beskos DE, “Dynamic response of rigid strip-foundations by a time-domain boundary element method”, International Journal for Numerical Methods in Engineering, 1986, 23, 1547-1565.
Tzong TJ, Gupta S, Penzian, J, “Two-dimensional hybrid modelling of soil-structure interaction”, Earthquake Engineering Research Center, College of Engineering, University of California, 1981.
letsos AS, “Dynamic of structure-foundation systems Structural and geotechnical mechanics”, A volume honoring N.M. Newmark, Englewood Cliffs, NJ: Prentic-Hall, 1977, 333-361.
Veletsos AS, Meek JW, “Dynamic behavior of building-foundation systems”, Journal of Earthquake Engineering and Structural Dynamics, 1974, 3 (2), 121-138.
Wong HL, Luco JE, “Dynamic response of rectangular foundations to obliquely incident seismic waves”, Earthquake Engineering and Structural Dynamics, 1978,
6 (1), 3-16.
Yang Z, Zou X, “Horizontal vibration behavior of a rigid disk resting on a viscoelastic soil layer overlying rigid bedrock”, Computers and Geotechnics, 2023, 159, 105488.
Yerli HR, Deneme IO, “Elastodynamic boundary element formulation employing discontinuous curved elements”, Soil Dynamics and Earthquake Engineering, 2008, 28, 480-491.
Zheng Ch, He Y, Kouretzis G, Ding X, “Vertical vibration of rigid strip footings on poroelastic soil layer of finite thickness”, Soil Dynamics and Earthquake Engineering, 2023, 168, 1078.
Zhou FY, Xiang WL, Wang HD, Zhu H, Zhou Z, “Torsional and rocking response of the foundation induced by obliquely spatial incident S waves”, Soil Dynamics and Earthquake Engineering, 2020, 130, 105977.
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