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참고문헌 (6)

1. Darendeli, M. B., 2001. Development of a New Family of Normalized Modulus Reduction and Material Damping Curves, Ph.D. Thesis, University of Texas at Austin, 362 pp 

2. Kaklamanos, J., Baise, L. G., Thompson, E. M., and Dorfmann, L., 2015. Comparison of 1-D linear, equivalent-linear, and nonlinear site response models at six KiK-net validation sites, Soil Dynamics and Earthquake Engineering 69, 207.219. 

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3. Kim, B., Hashash, Y., Stewart, J., Rathje, E., Harmon, Musgrove, Campbell. and Silva (2016), Relative differences between nonlinear and equivalent-linear site response analyses, Earthquake Spectra, v 32(3), 1845-1865 

4. Groholski, D., Hashash, Y., Kim, B., Musgrove, M., and Harmon, J. (2016), Simplified model for small-strain nonlinearity and strength in 1-D seismic site response analysis, ASCE Journal of Geotechnical and Geoenvironmental Engineering, v 142(9) 

5. Phillips, C., and Hashash, Y. M. A., 2009. Damping fonnulatfon for nonlinear 1-D site response analyses, Soli Dynamics and Earthquake Engineering 29, 1143-1158. 

6. Matasovic, N., 1993. Seismic Response of Composite Horizontally-layered Soil Deposits, Ph.D. Thesis, University of california, Los Angeles, 452 pp.