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 247
... respectively : Current forces acting on the tanker in the surge and sway directions respectively : Wind force acting on the tanker in the surge direction : Wave , wind and current forces acting on the buoy in the surge and sway ...
... respectively : Current forces acting on the tanker in the surge and sway directions respectively : Wind force acting on the tanker in the surge direction : Wave , wind and current forces acting on the buoy in the surge and sway ...
Page 267
... respectively . fi and f2 are the amplitudes of the pitch and roll wave excitation moments , respectively , and is the wave encounter frequency . Nayfeh et al . ( 1973 ) found that the system can have two asymptotically stable steady ...
... respectively . fi and f2 are the amplitudes of the pitch and roll wave excitation moments , respectively , and is the wave encounter frequency . Nayfeh et al . ( 1973 ) found that the system can have two asymptotically stable steady ...
Page 158
... respectively . Unfor- tunately , as shown by Frangopol and Curley ( 1987b ) , among others , this definition of redundancy has no applicability in as- sessing the overall strength capacity of a structural system . Another measure of ...
... respectively . Unfor- tunately , as shown by Frangopol and Curley ( 1987b ) , among others , this definition of redundancy has no applicability in as- sessing the overall strength capacity of a structural system . Another measure of ...
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