Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 42
... vessel rotates , remains essentially stationary with respect to the seabed . A series of 4 pairs of mooring chains emanate from the chain table in simple catenary shapes . An anchor is fastened to the end of each chain to hold the FPSU ...
... vessel rotates , remains essentially stationary with respect to the seabed . A series of 4 pairs of mooring chains emanate from the chain table in simple catenary shapes . An anchor is fastened to the end of each chain to hold the FPSU ...
Page 414
... vessel sizes analysed ranged from a length of 70 metres ( typical of standard supply vessels ) to 110 metres ... vessel under various environmental conditions . The analysis concluded that the most suitable place to mount the LARS on a ...
... vessel sizes analysed ranged from a length of 70 metres ( typical of standard supply vessels ) to 110 metres ... vessel under various environmental conditions . The analysis concluded that the most suitable place to mount the LARS on a ...
Page 529
... vessel speed and direction and cable top tension and payout rate . The precision of the vessel in following a course is limited by navigation system accuracy , not by dynam- ic positioning system sensitivity . Likewise , cable handling ...
... vessel speed and direction and cable top tension and payout rate . The precision of the vessel in following a course is limited by navigation system accuracy , not by dynam- ic positioning system sensitivity . Likewise , cable handling ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire