The dynamic viscoelastic theory of soil–pile interaction dominates the initial impedance
calculation during the pile dynamic design and analysis. Further, it provides a firm …

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 …

Wind-induced or current-induced torsional vibration is a long-neglected issue for offshore
engineering (eg, offshore wind turbines, offshore oil platforms, etc.). As the dimension of the …

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 …

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

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

The present study aims at develo** a mathematical model to investigate the lateral
dynamic response of offshore pipe piles. The lateral vibration characteristics of the pipe pile …

This paper investigates the kinematic response of floating piles under vertically propagating
S-waves and proposes a rigorous solution for its vibration. By assuming the soil rod below …

Pile foundations have increasingly been used extensively for the foundations of offshore
engineering structures such as cross-sea bridges, offshore wind turbines and gas …

Considering the pile–soil interaction, this study investigates a displacement model for the
steady-state kinematic response of a single pile to vertically incident P-waves based on a …