A method is proposed for the long-term formulation of wave induced vertical bending moments in ship structures. The non-linearity of the response is represented by an uncertain modelling factor that is calibrated by experimental values. Long term predictions are obtained for a tanker and a container ship hull showing that only in the latter case is the response clearly non-linear and reproduced in the long-term predictions.
Long term distribution of non-linear wave induced vertical bending moments
Langzeit-Verteilung vertikaler Biegemomente aus nichtlinearen Seegangsbelastungen
Marine Structures ; 6 , 5/6 ; 475-483
1993
9 Seiten, 2 Bilder, 21 Quellen
Aufsatz (Zeitschrift)
Englisch
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