1. 1) Architectural Institute of Japan (2006): Seismic response analysis and design of buildings considering dynamic soil-structure interaction. Maruzen Publishing, Tokyo, Japan (in Japanese).
2. 2) Chiu, P., Pradel, D. E., Kwok, A. O. and Stewart, J. P. (2012): Seismic response analyses for the Silicon Valley Rapid Transit project. Geotechnical Earthquake Engineering and Soil Dynamics IV, 1–10. https://doi.org/10.1061/40975(318)210.
3. 3) Groholski, D. R., Hashash, Y. M. A., Kim, B., Musgrove, M., Harmon, J. and Stewart, J. P. (2016): Simplified model for small-strain nonlinearity and strength in 1D seismic site response analysis. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 142(9), 04016042. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001496.
4. 4) Hokmabadi, A.S., Leung, E.H.Y., Yiu, J. and Pappin, J.W. (2022): Application of 3D non-linear dynamic soil-structure interaction analysis in practical seismic design. Proceedings of the 20th International Conference on Soil Mechanics and Geotechnical Engineering, 1963-1967. Sydney, Australia.
5. 5) Ishihara, K. (1981): Strength of cohesive soils under transient and cyclic loading conditions. State-of-the-Art in Earthquake Engineering, 154–169.