Research Article

Analysis of Horizontal Dynamic Response of a Single Pile in Layered Foundations Based on the Timoshenko–Pasternak Model

Figure 6

Variation in complex impedance with slenderness ratio and dimensionless frequency. (a) Horizontal dimensionless dynamic stiffness. (b) Horizontal dimensionless dynamic damping. (c) Sway dimensionless dynamic stiffness. (d) Sway dimensionless dynamic damping.
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