Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 171
1994 OMAE – Volume I , Offshore Technology ASME 1994 ABSTRACT The compliant tower type of offshore platform is a bottom - fixed structure that is basically the same as the traditional steel " Fixed Platform .
1994 OMAE – Volume I , Offshore Technology ASME 1994 ABSTRACT The compliant tower type of offshore platform is a bottom - fixed structure that is basically the same as the traditional steel " Fixed Platform .
Page 39
FSIR 4 COLLISION MODEL a The basic equation for calculating the passing vessel collision frequency for a platform in a specific location has the following expression : The two last factors , the causation factor ( Pesir PFPir ) deal ...
FSIR 4 COLLISION MODEL a The basic equation for calculating the passing vessel collision frequency for a platform in a specific location has the following expression : The two last factors , the causation factor ( Pesir PFPir ) deal ...
Page 192
Platforms were selected for this reassessment based on the ratio of overturning moment determined from the original design ... Consideration was also given to the importance of the platform based on manning requirements , production and ...
Platforms were selected for this reassessment based on the ratio of overturning moment determined from the original design ... Consideration was also given to the importance of the platform based on manning requirements , production and ...
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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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Common terms and phrases
amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding 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 Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind