The horizontal vibration responses of pile groups are critical in pile engineering. However,
the majority of existing research has regarded soil as a single-phase medium and ignored …

This multi-contributor book provides comprehensive coverage of earthquake engineering
problems, an overview of traditional methods, and the scientific background on recent …

A simplified three‐step procedure is proposed for estimating the dynamic interaction
between two vertical piles, subjected either to lateral pile‐head loading or to vertically …

A significant number of cases of damage to piles and pile-supported structures during
earthquakes have been observed, but few instrumented records of the response and …

The passage of seismic waves through the soil surrounding a pile imposes lateral
displacements and curvatures on the pile, thereby generating 'kinematic'bending moments …

The safe and stable operation of monopile offshore wind turbines (MOWTs) under seismic
and environmental loading is a major challenge facing designers. A numerical method was …

Methods of assessing, for preliminary design purposes, the stiffness and capacity of pile
foundations under seismic forces are presented. Although the main thrust of the paper is to …

This study develops an analytical framework to investigate the kinematic response of
offshore piles under vertically propagating S-waves considering hydrodynamic pressure …

Earthquake strong motion recordings from 29 sites with instrumented structures and free-
field accelerographs are used to evaluate variations between foundation-level and free-field …

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