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 3
... conducted in the Green Canyon ( completed in July 1985 by Penrod 78 ) with the results of smaller scale anchor tests conducted by the Naval Civil Engineering Laboratory ( NCEL ) in similar soil conditions to those of the Placid Oil ...
... conducted in the Green Canyon ( completed in July 1985 by Penrod 78 ) with the results of smaller scale anchor tests conducted by the Naval Civil Engineering Laboratory ( NCEL ) in similar soil conditions to those of the Placid Oil ...
Page 383
... conducted on a five cylinder cluster , of similar geometry to that of a multi - tube riser , in steady cross - flow . In the majority of experiments four of the five cylinders were sensibly rigid , whereas the fifth , one of the ...
... conducted on a five cylinder cluster , of similar geometry to that of a multi - tube riser , in steady cross - flow . In the majority of experiments four of the five cylinders were sensibly rigid , whereas the fifth , one of the ...
Page 522
... conducted with constant extension or with constant energy input during successive cycles . The authors know of no available comparative data for constant cyclic energy or constant cyclic energy tests conducted on large ropes in wet ...
... conducted with constant extension or with constant energy input during successive cycles . The authors know of no available comparative data for constant cyclic energy or constant cyclic energy tests conducted on large ropes in wet ...
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