1. 1) Ambraseys, N.N. and Menu, J.M. (1988). Earthquake-Induced Ground Displacements. Earthquake Engineering & Structural Dynamics, 16(7): 985-1006.
2. 2) Baker, J.W. (2007). Quantitative classification of near-fault ground motions using wavelet analysis. Bulletin of the Seismological Society of America. 97 (5): 1486-1501.
3. 3) Conte, E. and Dente, G. (1989). An Analytical Solution for Newmark’s Sliding Block. Soils & Foundations, 29(3): 152-156.
4. 4) Di Capua, G. Kayen, R.E, Kieffer, S., Button, E., Biscontin, G., Scasserra G., Lanzo, G., Tommasi, P., Pagliaroli, A., Silvestri F., d'Onofrio, A., Violante, C., Simonelli, A.L., Puglia, R., Mylonakis, G., Athanasopoulos, G., Vlahakis, V. (2009). Preliminary Report on the Seismological and Geotechnical Aspects of the April 6 2009 L'Aquila Earthquake in Central Italy (Version 2.0). GEER Association Report No. GEER-016. Editor:. Stewart J.P.
5. 5) Kayen, R., Dashti, S., Kokusho, T., Hazarika, H., Franke, K., Oettle, N., Wham, B., Ramirez Calderon, J., Briggs, D., Guillies, S., Cheng, K., Tanoue, Y., Katsuji Takematsu, K., Matsumoto, D., Morinaga, T., Furuichi, H., Kitano, Y., Tajiri, M., Chaudhary, B., Nishimura, K., Chu, C. (2016). Geotechnical Aspects of the 2016 MW 6.2, MW 6.0, and MW 7.0 Kumamoto Earthquakes (Version 1). GEER Association Report No. GEER-048. doi:10.18118/G6JS3M