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 4
Externally connected buoys were found to be the optimum method when considering stability , anti - rotation ... The anchor chain , which connects the depressor to the wire Riser Section , is manufactured in one continuous length ...
Externally connected buoys were found to be the optimum method when considering stability , anti - rotation ... The anchor chain , which connects the depressor to the wire Riser Section , is manufactured in one continuous length ...
Page 9
GALVANIZED MULTI - STRAND JACKETED UPPER CONNECTION PENDANT 4.48 ° DIA * 100'LG . ... 2550 ) CHAIN TRIPLATE 8.5 KIP DEPRESSOR 75 KIP FFTS ANCHOR Fig.5 Elevation view of mooring connected to Penrod 72 RISER MARKER BUOY 5 KIP NET BUOYANCY ...
GALVANIZED MULTI - STRAND JACKETED UPPER CONNECTION PENDANT 4.48 ° DIA * 100'LG . ... 2550 ) CHAIN TRIPLATE 8.5 KIP DEPRESSOR 75 KIP FFTS ANCHOR Fig.5 Elevation view of mooring connected to Penrod 72 RISER MARKER BUOY 5 KIP NET BUOYANCY ...
Page 27
For the fracture mechanics analysis of the riser joint flange and connecting bolts , hand calculations with the ... will with - stand the 100 - year storm while connected , and will have adequate clearance to remain connected with ...
For the fracture mechanics analysis of the riser joint flange and connecting bolts , hand calculations with the ... will with - stand the 100 - year storm while connected , and will have adequate clearance to remain connected with ...
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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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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |