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 128
( Ry ] + [ KM ] ) { x } are the stiffness forces due the hydrostatics of the body and the mooring system of the TLP . The hydrostatic stiffness is proportional to the waterplane area and the moment of inertia of the waterplane area .
( Ry ] + [ KM ] ) { x } are the stiffness forces due the hydrostatics of the body and the mooring system of the TLP . The hydrostatic stiffness is proportional to the waterplane area and the moment of inertia of the waterplane area .
Page 396
This improved socketing design obtained by simply extending the depth of an existing OD on the wellhead body - See Figure 12 . was 4.2 Design Requirements are no There currently statutory design requirements for drilling wellhead ...
This improved socketing design obtained by simply extending the depth of an existing OD on the wellhead body - See Figure 12 . was 4.2 Design Requirements are no There currently statutory design requirements for drilling wellhead ...
Page 401
Flexjoint 290.7 " 264.9 " 1834 " 10M wellhead body Lower riser package valve block 224.6 " 30 ” suspension joint hub Riser connector package ( RCP ) -30 ” suspension joint latch ring 172.6 " Re - entry hub ( REH ) 143.6 " IDID Cameron ...
Flexjoint 290.7 " 264.9 " 1834 " 10M wellhead body Lower riser package valve block 224.6 " 30 ” suspension joint hub Riser connector package ( RCP ) -30 ” suspension joint latch ring 172.6 " Re - entry hub ( REH ) 143.6 " IDID Cameron ...
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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 |