This paper describes a finite element numerical scheme for modelling the wave-induced loading on a horizontal cylinder. A numerical wave tank is utilised with a σ-transformation applied to regions upwave and downwave of the cylinder in order to take advantage of the mapping between free surface and bed. The region around the cylinder is discretised using a Voronoi mesh, with free surface tracking achieved using the Wu and Eatock Taylor (1994) scheme. In this case, the free surface velocities are determined using an accurate higher order interpolation scheme. A combination of the Sommerfeld radiation condition and a damping zone is used to eliminate end effects at the far radiation boundary. Results are presented for sloshing free surface mo...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
In this work a finite element method is proposed to solve the problem of estimating the added resist...
For the estimation of wave loads on offshore structures, relevant extreme wave events need to be ide...
The interaction of steep waves with structures is a complex problem which is still not fully underst...
The interaction of steep waves with structures is a complex problem which is still not fully underst...
International audienceA fully nonlinear potential Numerical Wave Tank (NWT) is developed in two dime...
International audienceA fully nonlinear potential Numerical Wave Tank (NWT) is developed in two dime...
The work presented in this thesis documents the simulation of wave induced forces on semi submerged ...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The present paper presents a finite-element formulation for earthquake-induced sloshing in horizonta...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
In this work a finite element method is proposed to solve the problem of estimating the added resist...
For the estimation of wave loads on offshore structures, relevant extreme wave events need to be ide...
The interaction of steep waves with structures is a complex problem which is still not fully underst...
The interaction of steep waves with structures is a complex problem which is still not fully underst...
International audienceA fully nonlinear potential Numerical Wave Tank (NWT) is developed in two dime...
International audienceA fully nonlinear potential Numerical Wave Tank (NWT) is developed in two dime...
The work presented in this thesis documents the simulation of wave induced forces on semi submerged ...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The present paper presents a finite-element formulation for earthquake-induced sloshing in horizonta...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
The purpose of this work is to develop advanced numerical tools for modeling two-way fully nonlinear...
In this work a finite element method is proposed to solve the problem of estimating the added resist...
For the estimation of wave loads on offshore structures, relevant extreme wave events need to be ide...