The number of offshore wind turbine farms in seismic regions has been increasing globally.
The seismic performance of steel monopile-supported wind turbines, which are the most …

Review of damage caused by recent earthquakes revealed that the vertical component of
ground motion exceeded the horizontal component in some places and caused structural …

Earthquake-induced horizontal vibration is a major concern for offshore engineering. This
paper developed an analytical framework aiming at determining some kinematical response …

This book provides a comprehensive guide to the design of foundations for tall buildings.
After a general review of the characteristics of tall buildings, various foundation options are …

Kinematic pile–soil interaction is investigated analytically through a Beam-on-Dynamic-
Winkler-Foundation model. A cylindrical vertical pile in a homogeneous stratum, excited by …

The behaviour of a kinematically stressed pile in layered soil under the passage of vertically-
propagating seismic S waves is investigated by means of rigorous three-dimensional Finite …

An effective way to study the complex seismic soil‐structure interaction phenomena is to
investigate the response of physical scaled models in 1‐g or n‐g laboratory devices. The …

In this paper we revisit the problem of modelling analytically the kinematic interaction
between a single pile and its surrounding soil under the action of seismic shear waves, by …

This paper presents an analytical solution for determining the time-harmonic response of
single open-ended pipe piles subjected to vertically propagating seismic P-waves …

Kinematic bending of elastic single fixed-head piles in continuously inhomogeneous soil is
explored in both static and dynamic regime. A generalized parabolic function is employed to …