FEMA P695. (2009). Quantification of building seismic performance factors, Washington.
 Haselton, C. B. and Deierlein, G. G. (2008). Assessing seismic collapse safety of modern reinforced concrete moment-frame buildings. PEER Rep. No. 2007/08. University of California, Berkeley.
 Haselton, C. B. and Liel, A.B. and Deierlein, G.G. (2010). Example application of the FEMA P695 (ATC-63) methodology for the collapse performance evaluation of reinforced concrete special moment frame systems. In: Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering. Oakland: Earthquake Engineering Research Institute.  Martinelli, E. and Lima, C. and De Stefano, G. (2015). A simplified procedure for nonlinear static analysis of masonry infilled RC frames. Engineering Structures, 101, 591- 608.
 OpenSees. Open system for earthquake engineering simulation, Pacific Earthquake Engineering Research (PEER) Center.
 Raychowdhury, P. (2008). Nonlinear Winkler-based shallow foundation model for performance assessment of seismically loaded structures. Ph.D. thesis. Dept. of Structural Engineering, University of California, San Diego.
 Saez, E. and Lopez-Caballero, F. and Modaressi-Farahmand-Razavi, A. (2011). Effect of the inelastic dynamic soil–structure interaction on the seismic vulnerability assessment. Structural Safety, 33 (1), 51– 63.
 Tabatabaiefar, S. H. R. and Fatahi, B. and Samali, B. (2013). Seismic behavior of building frames considering dynamic soil-structure interaction. International Journal of Geomechanics, 13 (4), 409- 420.
 Fatahi, B. and Tabatabaiefar, S. H. R. (2014). Fully nonlinear versus equivalent linear computation method for seismic analysis of midrise buildings on soft soils. International Journal of Geomechanics, 14(4), 04014016.
 Behnamfar, F. and Banizadeh, M. (2016). Effects of soil–structure interaction on distribution of seismic vulnerability in RC structures. Journal Soil Dynamics and Earthquake Engineering, 80, 73-86.
 Haghllahi, S. and Behnamfar, F. (2020). Performance Evaluation of Special RC Moment Frames against Collapse Considering Soil-Structure Interaction. International Journal of Geomechanics, 20(2), 04019176.
 Arboleda-Monsalve, Luis G. and Mercado, Jaime A. and Terzic, Vesna. and Mackie, Kevin R. (2020). Soil–Structure Interaction Effects on Seismic Performanceand Earthquake-Induced Losses in Tall Buildings. Journal of Geotechnical and Geoenvironmental Engineering,146(5).
 ASCE41. (2013). Seismic Evaluation and Retrofit of Existing Buildings, American Society of Civil Engineers, Reston.
 FEMA350. (2000). Recommended seismic design criteria for new steel moment-frame buildings, Washington (DC).
 Vamvatsikos, D. and Cornell, C.A. (2002). Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics, 31 (3), 491-514.
 Haselton, C. B. and Liel, A. B. and Deierlein, G. G. (2009). Simulating Structural Collapse due to Earthquakes: Model idealization, Model Calibration, and Numerical Solution Algorithms, In: Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN), Rhodes, Greece.
 Garcia, M. I. and Julio, A. (2002). Reduction of seismically induced structural vibrations considering soil-structure interaction. PhD Dissertation. Ruhr University Bochum, Bochum, Germany.
 Hoseinzadeh, N. A. and Davoodi, M. and Raeyat Roknabadi, E. (2010). Experimental-analytical study of the effects of soil-structure interaction on the nonlinear dynamic response of conventional structures with surface and buried foundations. Journal of Seismology and Earthquake Engineering, 13.
 Goktepe, F. and Celebi, E. and Omid, A. J. (2019). Numerical and experimental study on scaled soil-structure model for small shaking table tests. Soil Dynamics and Earthquake Engineering, 119, 308-319.
 Mohammadi, A. and Tahghighi, H. (2019). Seismic Performance Assessment of MRF Building on Shallow Foundations Incorporating Soil-Structure Interaction. Journal of Civil Environmental Engineering, 48(4), 63-77.
 ASCE7-10. (2010). Minimum Design Loads for Buildings and Other Structures.
 ACI 318. (2011). Building code requirements for reinforced concrete and commentary. American Concrete Institute, Detroit, USA.
 DEEPSOIL. Version 6.1.
 Tahghighi, H. (2012). Simulation of strong ground motion using the stochastic method: Application and validation for near-fault region. Journal of Earthquake Engineering, 16, 1230-1247.
 Masaeli, H. and Khoshnoudian, F. and Ziaei, R. (2015). Rocking soil-structure systems subjected to near-fault pulses. Journal of Earthquake Engineering, 19 (3), 461-479.
 Farzam, M. and Barghian, M. and Arghavani Khah, B. (2016). Developing fragility curves for precast concrete structures. Journal of Civil and Environmental Engineering, 46 (3), 51-61.
 Shome, N. and Cornell, A. (1999). Probabilistic seismic demand analysis of nonlinear structures, Stanford University, USA.
 Haselton, C. B. and Liel, A. B. and Taylor Lange, S. and Deierlein, G. G. (2008). Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings. PEER Rep. No. 2007/03, University of California, Berkeley.