Economic losses and property damage due to the failure of offshore structures are huge each year in the world, under the attack of endless conventional wave, occasional tropical storms or typhoons, and possible tsunami. Wave-induced dynamics of offshore structures and their seabed foundation attract a great deal of attention from researchers and ocean engineers. Previous literature investigated the wave-structures-seabed interaction generally adopting 2D models and decoupled way. In this study, taking a caisson breakwater as the typical offshore structure, the simple linear interaction between ocean wave, a caisson breakwater and its poro-elastic seabed foundation is investigated by utilizing a three-dimensional integrated numerical model F...
The phenomenon of the wave, seabed and structure interactions has attracted great attentions from co...
Wave-induced seabed instability caused by the residual liquefaction of seabed may threaten the safet...
AbstractThe wave–seabed interaction issue is of great importance for the design of foundation around...
In the past several decades, a great number of offshore structures have been constructed on loosely ...
In the past several decades, a great number of offshore structures have been constructed on loosely ...
In this study, an integrated model (PORO-WSSI II) for wave-seabed-structure interactions (WSSI) is d...
In this study, an integrated numerical model FSSI-CAS 2D (previously known as POROWSSI 2D) is develo...
In this study, based on the dynamic Biot's theory "u-p" approximation, a 3D finite element method (F...
In the practice of engineering, breaking wave is much more dangerous for the stability of composite ...
In this paper, a three-dimensional porous model for wave-seabedstructure interactions (PORO-WSSI-3D)...
Jack-up offshore platform is a type of important marine structure, which is mainly used for satellit...
In this study, a semi-coupled 3-D numerical model for fluid-structures-seabed-interaction is develop...
This paper analyses the fluid–seabed–structure interactions (FSSI) around the open-ended pile by app...
One of the challenging problems in geotechnical design of caisson foundations for offshore structure...
In this paper, a three-dimensional numerical model for wave-seabed interactions around a group of pi...
The phenomenon of the wave, seabed and structure interactions has attracted great attentions from co...
Wave-induced seabed instability caused by the residual liquefaction of seabed may threaten the safet...
AbstractThe wave–seabed interaction issue is of great importance for the design of foundation around...
In the past several decades, a great number of offshore structures have been constructed on loosely ...
In the past several decades, a great number of offshore structures have been constructed on loosely ...
In this study, an integrated model (PORO-WSSI II) for wave-seabed-structure interactions (WSSI) is d...
In this study, an integrated numerical model FSSI-CAS 2D (previously known as POROWSSI 2D) is develo...
In this study, based on the dynamic Biot's theory "u-p" approximation, a 3D finite element method (F...
In the practice of engineering, breaking wave is much more dangerous for the stability of composite ...
In this paper, a three-dimensional porous model for wave-seabedstructure interactions (PORO-WSSI-3D)...
Jack-up offshore platform is a type of important marine structure, which is mainly used for satellit...
In this study, a semi-coupled 3-D numerical model for fluid-structures-seabed-interaction is develop...
This paper analyses the fluid–seabed–structure interactions (FSSI) around the open-ended pile by app...
One of the challenging problems in geotechnical design of caisson foundations for offshore structure...
In this paper, a three-dimensional numerical model for wave-seabed interactions around a group of pi...
The phenomenon of the wave, seabed and structure interactions has attracted great attentions from co...
Wave-induced seabed instability caused by the residual liquefaction of seabed may threaten the safet...
AbstractThe wave–seabed interaction issue is of great importance for the design of foundation around...