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 191
... shedding for responsive cylinders in oscillatory flow are required for further understanding of the fluid structure interactions . These studies are currently in progress . Conclusions This study of the two dimensional response of a ...
... shedding for responsive cylinders in oscillatory flow are required for further understanding of the fluid structure interactions . These studies are currently in progress . Conclusions This study of the two dimensional response of a ...
Page 204
... shedding frequency in rad / sec , p is the fluid density , U is the flow velocity , and D is the cable diameter . The typical values of Strouhal number and lift coefficient are 0.2 and 0.5 respectively for a Reynolds number between 300 ...
... shedding frequency in rad / sec , p is the fluid density , U is the flow velocity , and D is the cable diameter . The typical values of Strouhal number and lift coefficient are 0.2 and 0.5 respectively for a Reynolds number between 300 ...
Page 437
... SHEDDING FROM WAVES AND CURRENT Wave and current induced vortex shedding analyses have been performed both in relation to extreme load and fatigue . The calculations were carried out as time domain simulations with a simultaneous ...
... SHEDDING FROM WAVES AND CURRENT Wave and current induced vortex shedding analyses have been performed both in relation to extreme load and fatigue . The calculations were carried out as time domain simulations with a simultaneous ...
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