Reduction of hydroelastic responses of a very-long floating structure by a floating oscillating-water-column breakwater system

The hydroelastic responses of a very-long floating structure (VLFS) placed behind a reverse T-shape freely floating breakwater with a built-in oscillating water column (OWC) chamber are analyzed in two dimensions. The Bernoulli–Euler beam equation is coupled with the equations of rigid and elastic m...

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Veröffentlicht in:	Ocean engineering 2006-04, Vol.33 (5), p.610-634
Hauptverfasser:	Hong, D.C., Hong, S.Y., Hong, S.W.
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Computation methods. Tables. Charts Equations of rigid and elastic motions Exact sciences and technology Floating reverse T-shape breakwater Hydraulic constructions Oscillating water column (OWC) Port facilities and coastal structures. Lighthouses and beacons Reduction of hydroelastic responses Structural analysis. Stresses Very-long floating structure (VLFS)
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