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 49
... chord , and where the chord is defined as the horizontal joint member . The reference area thus remains unchanged irrespectively of the current angle of attack , and the same area is used for the two directions . For reference , Table 1 ...
... chord , and where the chord is defined as the horizontal joint member . The reference area thus remains unchanged irrespectively of the current angle of attack , and the same area is used for the two directions . For reference , Table 1 ...
Page 51
... chord . Coefficients calculated on the basis of the exposed areas of the joints ( see Table 1 ) are smaller than the coefficients for the free cylinder in the sub - critical flow domain . Fig . 6 : Visualization photo of the highly ...
... chord . Coefficients calculated on the basis of the exposed areas of the joints ( see Table 1 ) are smaller than the coefficients for the free cylinder in the sub - critical flow domain . Fig . 6 : Visualization photo of the highly ...
Page 579
... chord length chord length branch length , length bending moment mass per unit length chord thickness branch thickness , time deflection shear force length , independent variable deflection L / 2D d / D D / 2T coefficient of rigidity ...
... chord length chord length branch length , length bending moment mass per unit length chord thickness branch thickness , time deflection shear force length , independent variable deflection L / 2D d / D D / 2T coefficient of rigidity ...
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