Quantifying the impact of stiffness distributions on the dynamic behaviour of railway transition zones

Contactless control of suspended loads for offshore installations: Proof of concept using magnetic interaction

A numerical study on the effect of asymmetry on underwater noise emission in offshore monopile installation

A new numerical modelling framework for fixed oscillating water column wave energy conversion device combining BEM and CFD methods: Validation with experiments

Design of railway transition zones: A novel energy-based criterion

Dynamic amplifications in railway transition zones: performance evaluation of sleeper configurations using energy criterion

Underwater noise from vibratory pile driving with non-linear frictional pile–soil interaction

Comparative analysis of the dynamic amplifications due to inhomogeneities at railway transition zones

CMIP6 wave climate simulation in the European North East Atlantic Basin using WaveWatch III

Numerical modelling of a box-type and bottom-detached oscillating water column wave energy conversion device: a comparison with experimental data and between BEM and CFD numerical modelling

Auxiliary rails as a mitigation measure for degradation in transition zones

Motion Control of a Pendulum via Magnetic Interaction

Experimental and numerical study of a magnetic pendulum

Semi-analytical solution for the 3D response of a tunnel embedded in an elastic half-space subject to seismic waves

Gentle Driving of Piles at a Sandy Site Combining Axial and Torsional Vibrations: Quantifying the Influence of Pile Installation Method on Lateral Behavior

Ground motion reduction in vibratory pile driving via axial and torsional vibrations

The mechanics of the Gentle Driving of Piles

Gentle Driving of Piles (GDP) at a sandy site combining axial and torsional vibrations: Part II - cyclic/dynamic lateral loading tests

Gentle Driving of Piles (GDP) at a sandy site combining axial and torsional vibrations: Part I - installation tests

A non-linear three-dimensional pile–soil model for vibratory pile installation in layered media