This paper proposes a holistic framework for seismic analysis of extended pile-shaft-
supported bridges experiencing different extents of liquefaction and lateral spreading. To …

The soil-pile kinematic interaction under large nonlinearity, including soil liquefaction,
represents a complex phenomenon that depends on many unforeseen factors. This paper …

Fully-coupled nonlinear dynamic analysis is increasingly used for assessing the seismic
performance of pile-supported wharf structures subjected to liquefaction-induced lateral …

The dynamic behaviour of saturated coarse-grained soils has recently received wide
attention because of its impact on the seismic performance of geotechnical and structural …

The liquefaction-induced lateral spreading has been responsible for severe damages on the
pile foundation during major earthquakes. Therefore, the seismic response of soil-pile-quay …

The paper presents numerical analyses of a pile supported Tension Leg Platform (TLP) wind
turbine, during seismic loading and seabed liquefaction, taking consistently into account the …

A three dimensional dynamic numerical methodology is developed and used to back-
analyze experimental data on the seismic response of single piles in laterally spreading …

A three-dimensional finite element (FE) model is calibrated based on a large-scale (1 g)
shake-table experiment. In this experiment, single piles were subjected to liquefaction …

The response of pile supported Tension Leg Platforms during seismic loading and seabed
liquefaction is analyzed numerically, taking consistently into account the pile-tendon …

Modeling and simulation of mechanical response of structures, relies on the use of
computational models. Therefore, verification and validation procedures are the primary …