The problem of ice loads on multiple vertical cylinders of circularcross section in an ice cover of infinite extent is studied. Hydro-elasticwaves propagate in the ice cover towards the cylinders which are fixed to thesea bottom. It is a three-dimensional linearized problem with finite waterdepth. The problem is solved by the hydrodynamic interaction theory of Twersky(1952) and the vertical mode method (Korobkinet al. (2019)). The ice plate is frozen to the cylinders which ismodelled by clamped edge conditions. The ice deflection is described by theequation of a thin elastic plate of constant thickness. The flow under the iceis described by the linear theory of potential flows. Evanescent waves are included in the solutionof the probl...
Diffraction of flexural-gravity waves in an ice cover by a bottom mounted structure with vertical wa...
Hydrodynamic forces on a submerged cylinder in uniform finite depth ice-covered water is formulated ...
Hydrodynamic forces on a submerged cylinder in uniform finite depth ice-covered water is formulated ...
The problem of ice loads acting on multiple vertical cylinders of circular cross-sections frozen in ...
The problem of ice loads acting on multiple vertical cylinders of circular cross-sections frozen in ...
Three-dimensional linearizedproblem of hydro-elastic wave interaction with a vertical cylinder ofnon...
Three-dimensional linearizedproblem of hydro-elastic wave interaction with a vertical cylinder ofnon...
The diffraction problem of hydroelastic waves beneath an ice sheet by multiple bottom-mounted circul...
The linear three-dimensional problem of ice loads acting on a vertical circular cylinder frozen in a...
A linear three-dimensional problem of hydroelastic wave diffraction by a bottom-mounted circular cyl...
The linear three-dimensional problem of ice loads acting on a vertical circular cylinder frozen in a...
The linear three-dimensional problem of flexural-gravity wave (hydro-elastic wave) diffraction by a ...
The problem of hydroelastic wave diffraction by a surface-piercing vertical circular cylinder mounte...
The linear three-dimensional problem of flexural-gravity wave (hydro-elastic wave) diffraction by a ...
Diffraction of flexural-gravity waves in an ice cover by a bottom mounted structure with vertical wa...
Diffraction of flexural-gravity waves in an ice cover by a bottom mounted structure with vertical wa...
Hydrodynamic forces on a submerged cylinder in uniform finite depth ice-covered water is formulated ...
Hydrodynamic forces on a submerged cylinder in uniform finite depth ice-covered water is formulated ...
The problem of ice loads acting on multiple vertical cylinders of circular cross-sections frozen in ...
The problem of ice loads acting on multiple vertical cylinders of circular cross-sections frozen in ...
Three-dimensional linearizedproblem of hydro-elastic wave interaction with a vertical cylinder ofnon...
Three-dimensional linearizedproblem of hydro-elastic wave interaction with a vertical cylinder ofnon...
The diffraction problem of hydroelastic waves beneath an ice sheet by multiple bottom-mounted circul...
The linear three-dimensional problem of ice loads acting on a vertical circular cylinder frozen in a...
A linear three-dimensional problem of hydroelastic wave diffraction by a bottom-mounted circular cyl...
The linear three-dimensional problem of ice loads acting on a vertical circular cylinder frozen in a...
The linear three-dimensional problem of flexural-gravity wave (hydro-elastic wave) diffraction by a ...
The problem of hydroelastic wave diffraction by a surface-piercing vertical circular cylinder mounte...
The linear three-dimensional problem of flexural-gravity wave (hydro-elastic wave) diffraction by a ...
Diffraction of flexural-gravity waves in an ice cover by a bottom mounted structure with vertical wa...
Diffraction of flexural-gravity waves in an ice cover by a bottom mounted structure with vertical wa...
Hydrodynamic forces on a submerged cylinder in uniform finite depth ice-covered water is formulated ...
Hydrodynamic forces on a submerged cylinder in uniform finite depth ice-covered water is formulated ...