Lou M..Wang H..Chen X., and Zhai Y. (2011). Structure–soil–structure interaction: literature review. Soil Dynamics and Earthquake Engineering, 31 (12), 1724-1731.
 Tabatabaiefar S.H.R..Fatahi B., and Samali B. (2012). Seismic behavior of building frames considering dynamic soil-structure interaction. International Journal of Geomechanics, 13 (4), 409-420.
 Tyapin A. (2012). Soil-Structure Interaction. INTECH Open Access Publisher.
 Wolf J.P. and Deeks A.J. (2004). Foundation vibration analysis: A strength of materials approach. Butterworth-Heinemann. 240.
 Veletsos A.S. and Meek J.W. (1974). Dynamic behaviour of building‐foundation systems. Earthquake Engineering & Structural Dynamics, 3 (2), 121-138.
 Gazetas G. and Mylonakis G. (1998). Seismic soil-structure interaction: new evidence and emerging issues. Geotechnical Special Publication, 75 (II), 1119-1174.
 Sameti A.R. and Ghannad M.A. (2014). Equivalent Linear Model for Existing Soil-Structure Systems. International Journal of Structural Stability and Dynamics.1450099.
 Chen L. (2015). Dynamic interaction between rigid surface foundations on multi-layered half space. International Journal of Structural Stability and Dynamics.1550004.
 Sbartai B. (2015). Dynamic interaction of two adjacent foundations embedded in a viscoelastic soil. International Journal of Structural Stability and Dynamics.1450110.
 Yang J..Li J., and Lin G. (2006). A simple approach to integration of acceleration data for dynamic soil–structure interaction analysis. Soil Dynamics and Earthquake Engineering, 26 (8), 725-734.
 Wolf J.P. and Deeks A.J. (2004). Cones to model foundation vibrations: incompressible soil and axi-symmetric embedment of arbitrary shape. Soil Dynamics and Earthquake Engineering, 24 (12), 963-978.
 Meek J.W. and Wolf J.P. (1993). Why cone models can represent the elastic half‐space. Earthquake Engineering & Structural Dynamics, 22 (9), 759-771.
 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 Dynamics and Earthquake Engineering, 30 (11), 1259-1267.
 Manual A.U.s. (2004). Version 6.5, hibbitt, karlsson and sorensen. Inc., Pawtucket, RI.
 Ver E.N. (2006). 9, Extended Three Dimensional Analysis of Building Systems. Computers and Structures Inc. Berkeley, CA USA.
 Standard I. Seismic Resistant Design of Buildings—code of practice (2800).(4),
 Bjarnason J.Ö. (2008). Pushover analysis of an existing reinforced concrete structure. Unpublished master’s thesis). School of science and engineering, Reykjavik University, Iceland.
 Weißenfels C. and Wriggers P. (2015). Methods to project plasticity models onto the contact surface applied to soil structure interactions. Computers and Geotechnics, 65 187-198.
 Ryan K.L. and Polanco J. (2008). Problems with Rayleigh damping in base-isolated buildings. Journal of Structural Engineering, 134 (11), 1780-1784.