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 131
The two methods also predict significantly different hull and deck stress RAOs , and these differences similar to the ... Compared with motion RAOs , tendon tension RAOS a better indicator of the reliability of the method to be used to ...
The two methods also predict significantly different hull and deck stress RAOs , and these differences similar to the ... Compared with motion RAOs , tendon tension RAOS a better indicator of the reliability of the method to be used to ...
Page 132
O PROPOSED METHOD - HEAVE + CONVENTIONAL METHOD HEAVE PROPOSED METHOD - PITCH A CONVENTIONAL METHOD - PITCH O PROPOSED METHOD + CONVENTIONAL METHOD MODEL TEST 12 10 20 24 10 10 22 WAVE PERIOD ( Soc ) WAVE PERIOD ( Soc ) Fig .
O PROPOSED METHOD - HEAVE + CONVENTIONAL METHOD HEAVE PROPOSED METHOD - PITCH A CONVENTIONAL METHOD - PITCH O PROPOSED METHOD + CONVENTIONAL METHOD MODEL TEST 12 10 20 24 10 10 22 WAVE PERIOD ( Soc ) WAVE PERIOD ( Soc ) Fig .
Page 365
Second order geometric non - linear terms for the of hanging risers based on an adaptive non - uniform grid finite tension - displacement relation and non - linear fluid drag forces are difference method and an implicit time integration ...
Second order geometric non - linear terms for the of hanging risers based on an adaptive non - uniform grid finite tension - displacement relation and non - linear fluid drag forces are difference method and an implicit time integration ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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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 unit vane vessel wave weight wire