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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adsorber amplitude analysis angle Arctic Engineering axial bending buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Figure simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire