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 81
Page 53
... tension for the same offset . Secondly , it is assumed that the static tensions when the maximum first order dynamic tension occurs in the model tests are equal to the mean tensions . This may not necessarily be the fact . From a ...
... tension for the same offset . Secondly , it is assumed that the static tensions when the maximum first order dynamic tension occurs in the model tests are equal to the mean tensions . This may not necessarily be the fact . From a ...
Page 161
... tension variance transfer function , and as in ( 6 ) , is absorbed into the summation in ( 7 ) for simplicity of notation . In the absence of wave spreading , the tension variance is given by : = E ( T ; d ) IH ( 1 , ®w - Ck ; k.dk ) 2 ...
... tension variance transfer function , and as in ( 6 ) , is absorbed into the summation in ( 7 ) for simplicity of notation . In the absence of wave spreading , the tension variance is given by : = E ( T ; d ) IH ( 1 , ®w - Ck ; k.dk ) 2 ...
Page 162
... tension is constructed by weighting the short - term tension probability distribution by the long - term environmental distribution , p ( d ) . Obviously , the tension design criteria are intimately related to the environmental data , d ...
... tension is constructed by weighting the short - term tension probability distribution by the long - term environmental distribution , p ( d ) . Obviously , the tension design criteria are intimately related to the environmental data , d ...
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
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