The computer simulation of forced vibrations induced on a water pool is presented in this paper. The complexity of the seismic fluid-structure interaction problem is accentuated by the large free surface motion. To overcome this difficulty, the arbitrary Lagrangian Eulerian (ALE) finite element formulation is employed. Moreover, the nonlinear behavior of the free surface motion is also taken into account. The results of the numerical simulation are compared with published experimental data and the effectiveness of the ALE algorithm is demonstrated.Peer Reviewe
In the present investigation we apply a pure Lagrangian finite element method to simulate nonlinear ...
In the present paper, 2D numerical simulation of sloshing waves coupled to the flooding flow between...
A numerical code is developed based on potential flow theory to investigate nonlinear sloshing in re...
The computer simulation of forced vibrations induced on a water pool is presented in this pa...
This paper presents a new computational methodology based on Legendre's polynomials to predict the s...
The long-period components in earthquake ground motions, which attenuate gradually with di...
Sloshing of fluids with a free surface contained in liquid storage tanks is numerically simulated by...
Placing porous media in a water tank can change the dynamic characteristics of the sloshing fluid. I...
Parallel analyses about the dynamic responses of a large-scale water conveyance tunnel under seismic...
Sloshing is a liquid vibration physical phenomenon which causes when liquid storage tank is subjecte...
The present paper presents a finite-element formulation for earthquake-induced sloshing in horizonta...
This paper presents the recent development of a second generation of numerical methods for the model...
International audienceUsing an advanced nonlinear fluid-structure reduced-order computational model,...
International audienceSloshing waves induced by long-period components of earthquake ground motions ...
The paper presents general Lagrangian formulation for sloshing of inviscid fluid in 2D tanks under v...
In the present investigation we apply a pure Lagrangian finite element method to simulate nonlinear ...
In the present paper, 2D numerical simulation of sloshing waves coupled to the flooding flow between...
A numerical code is developed based on potential flow theory to investigate nonlinear sloshing in re...
The computer simulation of forced vibrations induced on a water pool is presented in this pa...
This paper presents a new computational methodology based on Legendre's polynomials to predict the s...
The long-period components in earthquake ground motions, which attenuate gradually with di...
Sloshing of fluids with a free surface contained in liquid storage tanks is numerically simulated by...
Placing porous media in a water tank can change the dynamic characteristics of the sloshing fluid. I...
Parallel analyses about the dynamic responses of a large-scale water conveyance tunnel under seismic...
Sloshing is a liquid vibration physical phenomenon which causes when liquid storage tank is subjecte...
The present paper presents a finite-element formulation for earthquake-induced sloshing in horizonta...
This paper presents the recent development of a second generation of numerical methods for the model...
International audienceUsing an advanced nonlinear fluid-structure reduced-order computational model,...
International audienceSloshing waves induced by long-period components of earthquake ground motions ...
The paper presents general Lagrangian formulation for sloshing of inviscid fluid in 2D tanks under v...
In the present investigation we apply a pure Lagrangian finite element method to simulate nonlinear ...
In the present paper, 2D numerical simulation of sloshing waves coupled to the flooding flow between...
A numerical code is developed based on potential flow theory to investigate nonlinear sloshing in re...