Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 381
DECK LOAD OUT DECK INSTALLATION 1. Third party consultancy ( Marine Surveyor ) 2. Competent load out co - ordinator / superintendent 3. Ballasting capacity : - deck weighing ( + 2 % accuracy ) , - installed pump capacity : twice the ...
DECK LOAD OUT DECK INSTALLATION 1. Third party consultancy ( Marine Surveyor ) 2. Competent load out co - ordinator / superintendent 3. Ballasting capacity : - deck weighing ( + 2 % accuracy ) , - installed pump capacity : twice the ...
Page 477
It has been demonstrated how the principles for jack - up installation can be further developed for use also on the platforms in 70 - m water depth . The design of unmanned platforms should acknowledge the fact that these platforms are ...
It has been demonstrated how the principles for jack - up installation can be further developed for use also on the platforms in 70 - m water depth . The design of unmanned platforms should acknowledge the fact that these platforms are ...
Page 479
The deck is of a simple truss type , which has been given an oblong shape to allow installation by jack - up . Installation aspects obviously become more difficult and time consuming as the number of components to be lifted and ...
The deck is of a simple truss type , which has been given an oblong shape to allow installation by jack - up . Installation aspects obviously become more difficult and time consuming as the number of components to be lifted 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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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