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 482
horizontal cable , while the results reported by Henghold et al . applied to the more general case of both horizontal and inclined cable spans . Another finite - element model for the dynamics of sagged cables was developed by Gambhir ...
horizontal cable , while the results reported by Henghold et al . applied to the more general case of both horizontal and inclined cable spans . Another finite - element model for the dynamics of sagged cables was developed by Gambhir ...
Page 514
... cable , installing a new termination , and wrapping the first 150 feet of cable with small dia- meter wires to increase the cable's resistance to kink and birdcage . The seizing wires were later found in- effective as they were easily ...
... cable , installing a new termination , and wrapping the first 150 feet of cable with small dia- meter wires to increase the cable's resistance to kink and birdcage . The seizing wires were later found in- effective as they were easily ...
Page 529
... cable handling equipment to perform functions required by the mathematical model for cable installation under specified environmental conditions . That system , unlike the individual equipment items , is unique to the Hawaii Deep Water ...
... cable handling equipment to perform functions required by the mathematical model for cable installation under specified environmental conditions . That system , unlike the individual equipment items , is unique to the Hawaii Deep Water ...
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