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 82
Page 71
... reference 2 . Schmidt [ 1 ] obtained early experimental results and hypothesized that the RFEC effect is the result of " double transit " of the eddy currents ( i.e. , electromagnetic energy diffusing outward through the pipe wall in ...
... reference 2 . Schmidt [ 1 ] obtained early experimental results and hypothesized that the RFEC effect is the result of " double transit " of the eddy currents ( i.e. , electromagnetic energy diffusing outward through the pipe wall in ...
Page 128
... ( Reference 1 ) the sum of ( FI + FDF ) is referred to as the inertia wave force and is expressed as : = = FI + FDF ( 1 + C ) VPAwp CM VPA Ι Μ C wp m the ( 2 ) Traditionally CM = 2.0 ( i.e. , = 1.0 ) is used if the structural tubular ...
... ( Reference 1 ) the sum of ( FI + FDF ) is referred to as the inertia wave force and is expressed as : = = FI + FDF ( 1 + C ) VPAwp CM VPA Ι Μ C wp m the ( 2 ) Traditionally CM = 2.0 ( i.e. , = 1.0 ) is used if the structural tubular ...
Page 129
... Reference 5. ) A deterministic approach is substituted for the spectral approach , by generating all hydrodynamic loads shown in equation ( 1 ) and then solving the motions equation for a single design wave with the structure in the ...
... Reference 5. ) A deterministic approach is substituted for the spectral approach , by generating all hydrodynamic loads shown in equation ( 1 ) and then solving the motions equation for a single design wave with the structure in the ...
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