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 619
... dependence on a2 . It is also noted that the failure mechanism ( 2 ) does not seem to be of great importance very often . Conservative parameters can therefore be used for determining the choice between the two values of " lim ' 3.3 ...
... dependence on a2 . It is also noted that the failure mechanism ( 2 ) does not seem to be of great importance very often . Conservative parameters can therefore be used for determining the choice between the two values of " lim ' 3.3 ...
Page 35
... dependence of the regression coefficients in Equations ( 1 ) , ( 2 ) and ( 3 ) on " storm " attributes . The idea is that the accuracy and spatial variation of the hindcast data may vary with the severity of the storm , with wind ...
... dependence of the regression coefficients in Equations ( 1 ) , ( 2 ) and ( 3 ) on " storm " attributes . The idea is that the accuracy and spatial variation of the hindcast data may vary with the severity of the storm , with wind ...
Page 46
... dependence of the platform overturning moment and jacket and foundation resistance , are described by elliptical functions as shown in Fig . 5. Both Monte - Carlo simulation and analytical First Order and Second Order reliability ...
... dependence of the platform overturning moment and jacket and foundation resistance , are described by elliptical functions as shown in Fig . 5. Both Monte - Carlo simulation and analytical First Order and Second Order reliability ...
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