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.


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    Title :

    Probability models for offshore structures response due to Morison wave loading. Part II: Inertia-only and total responses


    Additional title:

    Wahrscheinlichkeitsmodelle für das Verhalten von Offshorebauwerken bei Morison-Wellenbelastung. Teil II: Trägheitsverhalten und Gesamtverhalten


    Contributors:

    Published in:

    Ocean Engineering ; 34 , 17-18 ; 2289-2299


    Publication date :

    2007


    Size :

    11 Seiten, 13 Quellen




    Type of media :

    Article (Journal)


    Type of material :

    Print


    Language :

    English






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    Quiggin, P. P. / Carson, R. M. | British Library Online Contents | 1995


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    Wave loading on offshore structures : a review

    Standing, R. G. | TIBKAT | 1981