[1] Raychowdhury, P. (2008). Nonlinear Winkler-Based Shallow Foundation Model for Performance Assessment of Seismically Loaded Structures. Ph.D. Dissertation, University of California, San Diego, CA.
[2] Pelekis, I., Madabhushi, G., Dejong, M. (2019). Soil behavior beneath buildings with structural and foundation rocking, Journal of Soil Dynamics and Earthquake Engineering, 123, 48–49.
[3] Anastasopoulos, I., Gazetas, G., Loli, M., Apostolou, M., and Gerolymos, N. (2010). Soil failure can be used for seismic protection of structures, Bull. Earthq. Eng. 8, 309–313.
[4] Liu, W., Hutchinson, T. C., Kutter, B. L., Hakhamaneshi, M., Aschheim, M., and Kunnath, S. (2013). Demonstration of compatible yielding between soil-foundation and superstructure components, Journal of Structural Engineering, ASCE, 139, 1408–1409.
[5] Harden, C.W., Hutchinson, T., Martin, G.R., Kutter, B.L. (2005). Numerical modeling of the nonlinear cyclic response of shallow foundations, Report No. PEER-2005/04.Pacific Earthquake Engineering Research Center, University of California, Berkeley.
[6] Gajan, S. (2006). Physical and Numerical Modeling of Nonlinear Cyclic Load-Deformation Behavior of Shallow foundations Supporting Rocking Shear Walls. PhD dissertation, University of California, Davis.
[7] Mohammadi, A., Tahghighi H. (2019). Seismic performance assessment of RC MRF buildings on shallow foundations incorporating soil-structure interaction. Journal of Civil Environ. Eng. 48 (4): 63–77.
[8] Mazzoni S., McKenna F., Scott M.H., Fenves G.L. (2009) - Open system for earthquake engineering simulation user command-language manual - Pacific Earthquake Engineering Research center, Berkeley, CA.
[9] Raychowdhury, P., Hutchinson, T.C. (2011). Performance of seismically loaded shear-walls on nonlinear shallow foundations. International Journal for Numerical and Analytical Methods in Geomechanics, 35 (7), 846–858.
[10] Wang, L., Ishihara, T. (2020). A study of the effects of foundation uplift on the seismic loading of wind turbine tower and shallow foundation using a new dynamic Winkler model, Journal of Engineering Structures, 219, 12–13.
[11] Hakhamaneshi, M., Kutter, B.L., Deng, L., Johnson, K., Hutchinson, T.C. & Liu, W. (2012). Observed effects of footing shape on settlements caused by foundation rocking. 15th World Congress on Engineering Education.
[12] Liu, W., Gavras, A.G., Hakhamaneshi, M., Kutter, B. L. and Hutchinson, T. C. (2013). “Compatible soil and structure yielding to improve system performance.” Centrifuge Data Report for Test Series MAH03, Report No. UCD/CGMDR-13/12, Center for Geotechnical Modeling, University of California, Davis.
[13] Liu, w., Hutchinson, T. (2015). Modeling of Foundation-Soil Systems Using Plane-Strain Elements, International Conference on Earthquake Geotechnical Engineering, Christchurch, New Zealand.
[14] Tahghighi H., Mohammadi A. (2020). Numerical Evaluation of Soil–Structure Interaction Effects on the Seismic Performance and Vulnerability of Reinforced Concrete Buildings. International Journal of Geomechanics., 117(9), 1363–1381.
[15] Buitrago Goyez, L. (2017). Soil-Structure Interaction Effects on the Seismic Response of Low-Rise Eccentrically Braced Frames. Ms.c. thesis, University of Arkansas.
[16] Raychowdhury, P. and Hutchinson, T. (2009), Performance evaluation of a nonlinear winkler-based shallow foundation model using centrifuge test results, Journal of Earthquake Engineering and Structural Dynamics, 38, 679–698.
[17] Bhaumik, L. and Raychowdhury, P. (2013), Seismic response analysis of a nuclear reactor structure considering nonlinear soil-structure interaction, Journal of Nuclear Engineering and Design, 265 (4), 1078–1090.
[18] Gazetas, G. (1991). Formulas and charts for impedances of surface and embedded foundations. Journal of Geotechnical Engineering., 117(9), 1363–1381.
[19] Pais A., Kausel E. (1988). Approximate formulas for dynamic stiffnesses of rigid foundations. International Journal of Geomechanics., Journal of Geotechnical and Geoenvironmental Engineering.
[20] Boulanger, R., Curras, C., Kutter, B., Wilson, D., and Abghari, A. (1999), Seismic soil-pile structure interaction experiments and analyses, ASCE Journal of Geotechnical and Geoenvironmental Engineering, 125, 750–759.
[21] Mander, J., Priestley, M. (1988). Theoretical stress-strain model for confined concrete. Journal of structural engineering 1804-1826.
[2] Pelekis, I., Madabhushi, G., Dejong, M. (2019). Soil behavior beneath buildings with structural and foundation rocking, Journal of Soil Dynamics and Earthquake Engineering, 123, 48–49.
[3] Anastasopoulos, I., Gazetas, G., Loli, M., Apostolou, M., and Gerolymos, N. (2010). Soil failure can be used for seismic protection of structures, Bull. Earthq. Eng. 8, 309–313.
[4] Liu, W., Hutchinson, T. C., Kutter, B. L., Hakhamaneshi, M., Aschheim, M., and Kunnath, S. (2013). Demonstration of compatible yielding between soil-foundation and superstructure components, Journal of Structural Engineering, ASCE, 139, 1408–1409.
[5] Harden, C.W., Hutchinson, T., Martin, G.R., Kutter, B.L. (2005). Numerical modeling of the nonlinear cyclic response of shallow foundations, Report No. PEER-2005/04.Pacific Earthquake Engineering Research Center, University of California, Berkeley.
[6] Gajan, S. (2006). Physical and Numerical Modeling of Nonlinear Cyclic Load-Deformation Behavior of Shallow foundations Supporting Rocking Shear Walls. PhD dissertation, University of California, Davis.
[7] Mohammadi, A., Tahghighi H. (2019). Seismic performance assessment of RC MRF buildings on shallow foundations incorporating soil-structure interaction. Journal of Civil Environ. Eng. 48 (4): 63–77.
[8] Mazzoni S., McKenna F., Scott M.H., Fenves G.L. (2009) - Open system for earthquake engineering simulation user command-language manual - Pacific Earthquake Engineering Research center, Berkeley, CA.
[9] Raychowdhury, P., Hutchinson, T.C. (2011). Performance of seismically loaded shear-walls on nonlinear shallow foundations. International Journal for Numerical and Analytical Methods in Geomechanics, 35 (7), 846–858.
[10] Wang, L., Ishihara, T. (2020). A study of the effects of foundation uplift on the seismic loading of wind turbine tower and shallow foundation using a new dynamic Winkler model, Journal of Engineering Structures, 219, 12–13.
[11] Hakhamaneshi, M., Kutter, B.L., Deng, L., Johnson, K., Hutchinson, T.C. & Liu, W. (2012). Observed effects of footing shape on settlements caused by foundation rocking. 15th World Congress on Engineering Education.
[12] Liu, W., Gavras, A.G., Hakhamaneshi, M., Kutter, B. L. and Hutchinson, T. C. (2013). “Compatible soil and structure yielding to improve system performance.” Centrifuge Data Report for Test Series MAH03, Report No. UCD/CGMDR-13/12, Center for Geotechnical Modeling, University of California, Davis.
[13] Liu, w., Hutchinson, T. (2015). Modeling of Foundation-Soil Systems Using Plane-Strain Elements, International Conference on Earthquake Geotechnical Engineering, Christchurch, New Zealand.
[14] Tahghighi H., Mohammadi A. (2020). Numerical Evaluation of Soil–Structure Interaction Effects on the Seismic Performance and Vulnerability of Reinforced Concrete Buildings. International Journal of Geomechanics., 117(9), 1363–1381.
[15] Buitrago Goyez, L. (2017). Soil-Structure Interaction Effects on the Seismic Response of Low-Rise Eccentrically Braced Frames. Ms.c. thesis, University of Arkansas.
[16] Raychowdhury, P. and Hutchinson, T. (2009), Performance evaluation of a nonlinear winkler-based shallow foundation model using centrifuge test results, Journal of Earthquake Engineering and Structural Dynamics, 38, 679–698.
[17] Bhaumik, L. and Raychowdhury, P. (2013), Seismic response analysis of a nuclear reactor structure considering nonlinear soil-structure interaction, Journal of Nuclear Engineering and Design, 265 (4), 1078–1090.
[18] Gazetas, G. (1991). Formulas and charts for impedances of surface and embedded foundations. Journal of Geotechnical Engineering., 117(9), 1363–1381.
[19] Pais A., Kausel E. (1988). Approximate formulas for dynamic stiffnesses of rigid foundations. International Journal of Geomechanics., Journal of Geotechnical and Geoenvironmental Engineering.
[20] Boulanger, R., Curras, C., Kutter, B., Wilson, D., and Abghari, A. (1999), Seismic soil-pile structure interaction experiments and analyses, ASCE Journal of Geotechnical and Geoenvironmental Engineering, 125, 750–759.
[21] Mander, J., Priestley, M. (1988). Theoretical stress-strain model for confined concrete. Journal of structural engineering 1804-1826.
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