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 320
... properties are assumed to be exact . The set of measured modal properties may be incomplete and only incomplete measurements may be available for any particular mode . ( ii ) In the correlation process , both mass and stiffness matrices ...
... properties are assumed to be exact . The set of measured modal properties may be incomplete and only incomplete measurements may be available for any particular mode . ( ii ) In the correlation process , both mass and stiffness matrices ...
Page 364
... PROPERTIES OF THE OIL PROPERTIES POROSITY PERMEABILITY SATURATION PRODUCTIVITY INDEX NET PAY TYPE OF ROCK RESERVOIR DRIVE CONTACTS EXTENSION 25 to 30 % HIGH ( up to 6,000 mD ) UNDERSATURATED HIGH ( 80 to 300 m3 / d / kgf / cm2 ) up to ...
... PROPERTIES OF THE OIL PROPERTIES POROSITY PERMEABILITY SATURATION PRODUCTIVITY INDEX NET PAY TYPE OF ROCK RESERVOIR DRIVE CONTACTS EXTENSION 25 to 30 % HIGH ( up to 6,000 mD ) UNDERSATURATED HIGH ( 80 to 300 m3 / d / kgf / cm2 ) up to ...
Page 127
... properties of fatigue life of offshore structures under various conditions , including fatigue loading , initial flaw size and its probabilistic property , crack growth behaviors , type of crack and so on . However it is quite difficult ...
... properties of fatigue life of offshore structures under various conditions , including fatigue loading , initial flaw size and its probabilistic property , crack growth behaviors , type of crack and so on . However it is quite difficult ...
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