Template:Finite floating body on the surface frequency domain - Revision history

Meylan at 01:44, 18 September 2009

2009-09-18T01:44:18Z

← Older revision		Revision as of 01:44, 18 September 2009
Line 22:		Line 22:
	{{rigid modes for an elastic plate}}		{{rigid modes for an elastic plate}}
	Note that this numbering is non-standard for a floating body and comes		Note that this numbering is non-standard for a floating body and comes
	from [[Eigenfunctions for a Uniform Free Beam]]		from [[Eigenfunctions for a Uniform Free Beam]].

Meylan at 22:04, 17 September 2009

2009-09-17T22:04:42Z

@@ Line 9: / Line 9: @@
 \mathrm{i}\omega w = \partial_z \phi,\,\,\, z=0,\,\,-L\leq x\leq L
 </math>
 <center>
-plus the kinematic condition
+<math>

Meylan at 21:50, 17 September 2009

2009-09-17T21:50:41Z

← Older revision		Revision as of 21:50, 17 September 2009
Line 3:		Line 3:
	We assume that the problem is invariant in the <math>y</math> direction.		We assume that the problem is invariant in the <math>y</math> direction.
	{{general dock type body equations}}		{{general dock type body equations}}
	where <math>\alpha = \omega^2</math>. The equation under the		where <math>\alpha = \omega^2</math>. The equation under the body consists of
			the kinematic condition
			<center>
			<math>
			\mathrm{i}\omega w = \partial_z \phi,\,\,\, z=0,\,\,-L\leq x\leq L
			</math>
			<center>
			plus the kinematic condition

Meylan at 03:07, 17 September 2009

2009-09-17T03:07:54Z

New page

We consider the problem of small-amplitude waves which are incident on finite floating body occupying water surface for <math>-L<x<L</math>.
The submergence of the body is considered negligible.
We assume that the problem is invariant in the <math>y</math> direction.
{{general dock type body equations}}
where <math>\alpha = \omega^2</math>. The equation under the