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 …

An inexpensive and realistic procedure is developed for estimating the lateral dynamic
stiffness and damping of flexible piles embedded in arbitrarily layered soil deposits. Starting …

A numerical study is presented of the dynamic response of end-bearing piles embedded in a
number of idealized soil deposits and subjected to vertically propagating harmonic S-waves …

The paper studies the kinematic response of free-head piles. Such pile deformation has
triggered structural damage in many strong earthquakes. In this Paper dimensionless …

A simple model is developed to obtain radiation damping coefficients of soil-foundation
systems, for both plane-strain and axisymmetric loading conditions. Despite the simplifying …

This paper presents a mathematical model that provides the response to lateral dynamic
loads of single floating piles embedded in a homogeneous viscoelastic soil layer. The …

A general methodology is outlined for a complete seismic soil—pile-foundation—structure
interaction analysis. A Beam-on-Dynamic-Winkler-Foundation (BDWF) simplified model and …

This paper presents a systematic procedure for the seismic response analysis of highway
overcrossings. The study employs an elementary stick model and a more sophisticated finite …

In this paper the kinematic seismic interaction of single piles embedded in soil deposits is
evaluated by focusing the attention on the bending moments induced by the transient …

Lateral dynamic soil–pile interaction is investigated through an improved Tajimi type
solution. The soil is treated as a continuum with hysteretic material damping as previously …