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The problem of a two-dimensional floating body which has negligible submergence The problem of a dock is solved in [[Green Function Method for a Finite Dock]]

...diation potential for a rigid body and the surrounding fluid in constant [[Finite Depth]] using ...ment Method|Boundary Element Method]]. The method is a modified version of the

The problem of a two-dimensional [[:Category:Floating Elastic Plate|Floating Elastic Plate]] was solved using a [[Free-Surface Green Function]] by [[Newman 1994]] and [[Meylan and Squire 1994]]. We desc

| chapter title = Linear Wave-Body Interaction [[Image:Rigid_body.jpg|thumb|right|600px|Rigid body motions]]

...n a deterministic and stochastic setting and in predicting the response of floating structures in a seastate. We derive the solution for regular time-harmonic linear plane progressive waves

...interaction theory which provides the exact solution (i.e. it is not based on a [[Wide Spacing Approximation]]). ...tes. The incident and scattered potential of each body are then related by the associated [[Diffraction Transfer Matrix]]. [[Interaction Theory for Cylind

We develop here a theory to solve for a three-dimensional floating elastic plate. For a classical thin plate, the equation of motion is given by

We show here a solution for a [[Floating Elastic Plate]] on [[Finite Depth]] water based on [[Peter_Meylan_Chung_2004a|Peter, Meylan and Chung 2004]]. A solution