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 9
... CONNECTION PENDANT 4.48 DIA x 100 LG SPIRAL STRAND JACKETED INTERMEDIATE BUOY 50 KIP NET BUOYANCY LOWER CONNECTION ... connected to Penrod 72 ANCHOR PENDANT BUOY 35 KIP NET BUOYANCY W / NAVIGATION LIGHT AND RADAR REFLECTOR : 110 TON ...
... CONNECTION PENDANT 4.48 DIA x 100 LG SPIRAL STRAND JACKETED INTERMEDIATE BUOY 50 KIP NET BUOYANCY LOWER CONNECTION ... connected to Penrod 72 ANCHOR PENDANT BUOY 35 KIP NET BUOYANCY W / NAVIGATION LIGHT AND RADAR REFLECTOR : 110 TON ...
Page 27
... connected , and will have adequate clearance to remain connected with either the drilling or workover riser connected beside it during a 10 - year storm . Three - dimensional , finite element , large displacement , large strain , time ...
... connected , and will have adequate clearance to remain connected with either the drilling or workover riser connected beside it during a 10 - year storm . Three - dimensional , finite element , large displacement , large strain , time ...
Page 478
... connection via a constant heat transfer coefficient . The fluid flows from element 4 upwards to element 118 , from 118 to 120 , and then downwards to ele- ment 6 which is connected with element 4 . Using the computer program TRUMP / 7 ...
... connection via a constant heat transfer coefficient . The fluid flows from element 4 upwards to element 118 , from 118 to 120 , and then downwards to ele- ment 6 which is connected with element 4 . Using the computer program TRUMP / 7 ...
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