2[2]Novak,M.. Piles under dynamic loads[M]. Proceedings of Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Sore Dynamics ,Japan 1991: 2433-2456.
3[3]Wu G., Finn LWD..Dynamic elastic analysis of the pile foundations using finite element method in the frequency domain[J]. Can. Geotech. J., 1997,(34):34-43.
4[4]Wu G., Finn LWD.. Dynamic nonlinear analysis of pile foundations using finite element method in the frequency domain[J]. Can. Geotech. J., 1997,(34):44-52.
5[5]Mizuno,H.. Pile damage during earthquakes in Japan (1923-1983),Dynamic response of pile foundations[J]. ASCE,Geotech.Special Publ., 1987,(ll):53-78.
9[9]Suire G., Cederbaum G.,Periodic and chaotic behavior of viscoelastic nonlinear bars under harmonic excitations[J]. Int. J. Mechanics Science, 1995, 37(5):753-772.