Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 316
As each time domain analysis is based on a different realization of the wave
process, the response from each simulation will in turn be a realization of the
response process for the environmental and loading conditions selected.
Response ...
As each time domain analysis is based on a different realization of the wave
process, the response from each simulation will in turn be a realization of the
response process for the environmental and loading conditions selected.
Response ...
Page 417
USE OF RISK ANALYSIS IN OFFSHORE CONSTRUCTION PROJECTS Wenche
K. Rettedal, Ove T. Gudmestad, and Truls Aarum Stavanger, Norway Anne
Vegge Norwegian Petroleum Directorate Stavanger, Norway Incorporation of
Risk ...
USE OF RISK ANALYSIS IN OFFSHORE CONSTRUCTION PROJECTS Wenche
K. Rettedal, Ove T. Gudmestad, and Truls Aarum Stavanger, Norway Anne
Vegge Norwegian Petroleum Directorate Stavanger, Norway Incorporation of
Risk ...
Page 91
design wave analysis, while linear irregular wave theory is used in the stochastic
analysis, in lack of alternatives. If a nonlinear wave theory is employed in the
stochastic analysis the consistency will definitely be improved. However, the
results ...
design wave analysis, while linear irregular wave theory is used in the stochastic
analysis, in lack of alternatives. If a nonlinear wave theory is employed in the
stochastic analysis the consistency will definitely be improved. However, the
results ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind