Nonlinear dynamic response of jack-up platforms due to non-Gaussian waves
Conference
·
OSTI ID:55779
- SINTEF Structures and Concrete, Trondheim (Norway)
- Statoil, Stavanger (Norway)
The real sea surface is not a perfect Gaussian process. However, for practical applications, it is assumed that the deviations are small and hence a Gaussian wave model is often used in the dynamic response analysis. In this paper the influence of the possible non-Gaussian sea surface on the dynamic behavior of jack-up platforms is investigated. The results indicate that the influence on the extreme dynamic response is significant.
- OSTI ID:
- 55779
- Report Number(s):
- CONF-940230--; ISBN 0-7918-1265-0
- Country of Publication:
- United States
- Language:
- English
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