Analytical methods are the most practical and convenient seismic analysis approach for pile
groups. However, the existing analytical studies based on the superposition principle fail to …

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 …

To ensure the expansion of offshore wind power market under economical investment, the
monopile-friction wheel composite foundation is proposed by previous scholars. This paper …

The deformation mechanism in the horizontal direction of a floating pile under dynamic load
should be paid extensive attention. The closed-form solution of dynamic characteristics of a …

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

Accurately estimating the horizontal dynamic parameters of offshore pile groups plays a
critical role in offshore foundation engineering. Most of the current research ignored the …

The dynamic responses of water-pile-soil system subjected to horizontal earthquakes
considering seabed flexibility on hydrodynamic pressures is investigated in this paper. The …

Water-pile-soil interaction and the three-dimensional scattered wave effect play crucial roles
in the seismic response of structures built on saturated seabed subjected to vertical P-wave …

The horizontal dynamic interaction problems of a floating pile with soil have received little
attention from scholars in recent years. This paper first proposed an analytical solution for …

In the previous studies of rigid disk–soil dynamics, the soil under the foundation is usually
treated as a poroelastic half‐space medium. However, the waves due to the vibration of rigid …