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 25
... storm . o Survive the 100 - year storm with a broken mooring line . o Survive with selected loss of buoyancy either at discrete points along the length of the riser or at its top . AIR - UP SYSTEM AIR VALVE LOCATION GUIDE PIN HOLES 3090 ...
... storm . o Survive the 100 - year storm with a broken mooring line . o Survive with selected loss of buoyancy either at discrete points along the length of the riser or at its top . AIR - UP SYSTEM AIR VALVE LOCATION GUIDE PIN HOLES 3090 ...
Page 44
... storm . The consequence of these considerations is that the use of a " load factor " equal to that derived from a fixed platform could result in an unsafe design of the system . The approach used to solve this problem was to define the ...
... storm . The consequence of these considerations is that the use of a " load factor " equal to that derived from a fixed platform could result in an unsafe design of the system . The approach used to solve this problem was to define the ...
Page 329
... storm path . The final shear modulus profiles chosen for the analyses are also shown on Figure 8 . SWIM Model The model used in this study had previously been used for earthquake applications [ 12 ] and was consid- ered sufficiently ...
... storm path . The final shear modulus profiles chosen for the analyses are also shown on Figure 8 . SWIM Model The model used in this study had previously been used for earthquake applications [ 12 ] and was consid- ered sufficiently ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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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