Offshore structures are exposed to random wave loading in the ocean environment and hence the probability distribution of their response to wave loading is a minimum requirement for efficient probabilistic analysis of these structures. Due to nonlinearity of Morison wave loading and also due to intermittency of wave loading on members in the splash zone, the response is often non-Gaussian. Part I of this paper was devoted to the development and validation of a new probability model for drag-only responses (i.e. responses due to the drag component of Morison wave loading). This part is devoted to the development and validation of new probability models for both inertia-only and total responses.
Probability models for offshore structures response due to Morison wave loading. Part II: Inertia-only and total responses
Wahrscheinlichkeitsmodelle für das Verhalten von Offshorebauwerken bei Morison-Wellenbelastung. Teil II: Trägheitsverhalten und Gesamtverhalten
Ocean Engineering ; 34 , 17-18 ; 2289-2299
2007
11 Seiten, 13 Quellen
Aufsatz (Zeitschrift)
Englisch
Hydrodynamics of Flexibles: Replacing the Morison Inertia Term
British Library Online Contents | 1995
|Extremes of morison-type wave loading on a single pile
Tema Archiv | 1977
|Fundamentals concerning wave loading on offshore structures
Tema Archiv | 1986
|