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
... considered to be the square root of each individual contribution squared and added together : * tot = √ √ X1 x2 x3 3 X 1 2 + x2 2 + X X3 2 = Maximum expected dynamic offset due to first order wave excitation . = Maximum expected ...
... considered to be the square root of each individual contribution squared and added together : * tot = √ √ X1 x2 x3 3 X 1 2 + x2 2 + X X3 2 = Maximum expected dynamic offset due to first order wave excitation . = Maximum expected ...
Page 189
... considered to be an acceptable approximation to the clustering phenomenon provided the dependent events of the 1957 earthquake were included in the derivation of the recurrence curves , which was the case for this analysis . These ...
... considered to be an acceptable approximation to the clustering phenomenon provided the dependent events of the 1957 earthquake were included in the derivation of the recurrence curves , which was the case for this analysis . These ...
Page 329
... considered especially important for gaseous soils . Because of difficulties characterizing gas - charged soils , the soils were considered fully saturated for this study . Accommodation of either a time domain or fre- quency domain ...
... considered especially important for gaseous soils . Because of difficulties characterizing gas - charged soils , the soils were considered fully saturated for this study . Accommodation of either a time domain or fre- quency domain ...
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