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 160
... spectrum and transfer functions , it is possible to represent the tension variance in the form : ( 2 ) The average ... spectrum ( which is equivalent to the ISSC spectrum ) , expressed in terms of the spectral peak frequency , fp , and ...
... spectrum and transfer functions , it is possible to represent the tension variance in the form : ( 2 ) The average ... spectrum ( which is equivalent to the ISSC spectrum ) , expressed in terms of the spectral peak frequency , fp , and ...
Page 287
... Spectrum Fig . 15 Double articulated tower - ship u = 30m / s 0.61 0.46 0.35 configuration u = 40m / s 0.82 0.61 0.47 1.2 1.0 5 - DOF Heave • Exper . Set 1 Harris Wind Spectrum u = 20m / s 0.63 0.47 0.36 Exper . Set 2 0.8- 0.6 0.4 u ...
... Spectrum Fig . 15 Double articulated tower - ship u = 30m / s 0.61 0.46 0.35 configuration u = 40m / s 0.82 0.61 0.47 1.2 1.0 5 - DOF Heave • Exper . Set 1 Harris Wind Spectrum u = 20m / s 0.63 0.47 0.36 Exper . Set 2 0.8- 0.6 0.4 u ...
Page 359
... spectrum X ( w ) by the Fourier analysis techniques , if the realistic time history data of surge motion is lack . The spectrum density function of surge X ( w ) can be obtained by the product of wave energy spectrum density function S ...
... spectrum X ( w ) by the Fourier analysis techniques , if the realistic time history data of surge motion is lack . The spectrum density function of surge X ( w ) can be obtained by the product of wave energy spectrum density function S ...
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