Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 59
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 DMI ...
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 DMI ...
Page 159
... wind , current and wave- drift ) , and estimates of the short - term random tension variations resulting from the dynamic loading ( wave and wind ) . Although current loads on mooring lines , second - order wave drift forces and low ...
... wind , current and wave- drift ) , and estimates of the short - term random tension variations resulting from the dynamic loading ( wave and wind ) . Although current loads on mooring lines , second - order wave drift forces and low ...
Page 263
... wind and current . Time History and Spectrum of Base Shear ( Extreme Random Wave Only , Run No. 3 ) . EXPECTED EXTREME RESPONSE RANDOM WAVE + WIND + CURRENT -0.143E6. Loading Base Shear Forces ( kips ) Current Wave Run Vc H No ...
... wind and current . Time History and Spectrum of Base Shear ( Extreme Random Wave Only , Run No. 3 ) . EXPECTED EXTREME RESPONSE RANDOM WAVE + WIND + CURRENT -0.143E6. Loading Base Shear Forces ( kips ) Current Wave Run Vc H No ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
37 other sections not shown
Other editions - View all
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 vane vessel wave weight wire