Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 215
... expected from Rayleigh theory , while the linear simulations agree very well with the Rayleigh estimate . The laboratory records also show that this statistically observed non- linearity clearly depends on the average wave steepness of ...
... expected from Rayleigh theory , while the linear simulations agree very well with the Rayleigh estimate . The laboratory records also show that this statistically observed non- linearity clearly depends on the average wave steepness of ...
Page 287
... expected value 0.1 mm . InC is normal distributed with expected value -33 and standard deviation 0.47 . a is modelled by ( 24 ) and ( 26 ) with A = 1 , a 0 and Ao 1. e is normally distributed with standard deviation 0.1 mm . All lengths ...
... expected value 0.1 mm . InC is normal distributed with expected value -33 and standard deviation 0.47 . a is modelled by ( 24 ) and ( 26 ) with A = 1 , a 0 and Ao 1. e is normally distributed with standard deviation 0.1 mm . All lengths ...
Page 346
... expected values of the input parameters and a " deter- ministic " based conclusion could be as follows : EPP is detrimental with reference to the projects NPV ( at the expected value ) for the case studied , and EPP should be rejected ...
... expected values of the input parameters and a " deter- ministic " based conclusion could be as follows : EPP is detrimental with reference to the projects NPV ( at the expected value ) for the case studied , and EPP should be rejected ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile