The fundamental characteristics of single piles vibrating vertically, i. e., the influence of the surface wave, the coupling effect of vertical and horizontal vibrations of strata on pile-head impedances and so on, has been clarified correspondingly to each problem parameter by a broad parametric study with a rigorous analysis taking account of coupling of vertical and horizontal vibrations of strata, where the elastic floating piles are installed in the viscoelastic, homogeneous and isotropic surface strata with hystereitc damping on the rigid bedrocks.
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