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 52
The basic requirement for modelling the wind is that the wind drag froces on the model correspond to the full scale forces with mean wind speeds at 10 m . The drag coefficients were based on wind tunnel test results obtained from the ...
The basic requirement for modelling the wind is that the wind drag froces on the model correspond to the full scale forces with mean wind speeds at 10 m . The drag coefficients were based on wind tunnel test results obtained from the ...
Page 159
A mooring design requires the calculation of the static load on the vessel due to the slowly evolving environmental forces ( mean wind , current and wavedrift ) , and estimates of the short - term random tension variations resulting ...
A mooring design requires the calculation of the static load on the vessel due to the slowly evolving environmental forces ( mean wind , current and wavedrift ) , and estimates of the short - term random tension variations resulting ...
Page 263
TABLE 3 PLATFORM DYNAMIC RESPONSE Current Loading Wave Wind Base Shear Forces ( kips ) Wave + Current Inertial Net ( M ] { X } ( K ) { x } VC Run No. De flection ( ft ) Level 1 Level 2 Level Description ( ft / sec ) ( ft ) ( sec ) ...
TABLE 3 PLATFORM DYNAMIC RESPONSE Current Loading Wave Wind Base Shear Forces ( kips ) Wave + Current Inertial Net ( M ] { X } ( K ) { x } VC Run No. De flection ( ft ) Level 1 Level 2 Level Description ( ft / sec ) ( ft ) ( sec ) ...
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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 |