Appendici - CNR

appendIcI III Abachi di riferimento
3.2.5
RIFERIMENTI bIbLIOGRAFICI
Idriss, J. e Sun, J.I., (1992) - SHAKE91 – a computer program for conducting equivalent linear seismic response
analyses of horizontally layered soils deposits. University of California, Davis.
Sun, J. I., Golesorkhi, R. e Seed H. B. (1988) - Dynamic moduli and damping ratios for cohesive soils. Report N. UCB/
EERC-88/15, Earthquake Engineering Research Center. University of California, Berkeley, pp. 42.
Rollins, K. M., Evans, M. D., Diehl, N. B. e Daily, W. D. III (1998) - Shear Modulus and Damping Relationships for
Gravels, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, N. 5, May, pp. 396-405.
Seed, H. B., Wong, R. T., Idriss, I. M. e Tokimatsu, K. (1986) - Moduli and damping factors for dynamic analyses of
cohesionless soils. Journal of the Geotechnical Engineering Division, ASCE, 112 (GT11), 1016-1032.
Vucetic, M. e Dobry, R (1991) - Effects of the soil plasticity on ciclyc response. Journal of Geotechnical Engineering
Division, ASCE, Vol. 117, N.1.
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