2012
DOI: 10.1007/978-3-642-22700-4_10
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Numerical Model for Fluid–Structure Coupled Problems Under Seismic Load

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Cited by 2 publications
(7 citation statements)
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“…It is favourable for problems in which the fluid has limited displacements, such as those of the dam and water storage behaviour under seismic load. The developed model and software is based on the finite element method (FEM) for space discretisation, and on the finite difference method (FDM) for time discretisation of the system [7][8][9][10][11]. The displacement formulation was used for the structure and soil, while the displacement potential formulation was used for the fluid [9][10][11].…”
Section: Brief Presentation Of Numerical Modelmentioning
confidence: 99%
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“…It is favourable for problems in which the fluid has limited displacements, such as those of the dam and water storage behaviour under seismic load. The developed model and software is based on the finite element method (FEM) for space discretisation, and on the finite difference method (FDM) for time discretisation of the system [7][8][9][10][11]. The displacement formulation was used for the structure and soil, while the displacement potential formulation was used for the fluid [9][10][11].…”
Section: Brief Presentation Of Numerical Modelmentioning
confidence: 99%
“…The developed model and software is based on the finite element method (FEM) for space discretisation, and on the finite difference method (FDM) for time discretisation of the system [7][8][9][10][11]. The displacement formulation was used for the structure and soil, while the displacement potential formulation was used for the fluid [9][10][11]. The nonlinear structural analysis model used is presented in [12][13][14], while the eigen problem calculation model is presented in [10].…”
Section: Brief Presentation Of Numerical Modelmentioning
confidence: 99%
See 3 more Smart Citations