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 230
... open boundary , dispensing with the extra numbers of boundary elements required to make the fluid domain between source line and the open boundary . It is demonstrated that the incident waves are generated inside the boundary and the ...
... open boundary , dispensing with the extra numbers of boundary elements required to make the fluid domain between source line and the open boundary . It is demonstrated that the incident waves are generated inside the boundary and the ...
Page 232
... boundary ; therefore the standing wave twice the incident wave height ... open boundaries . A rectangular free floating body with beam B = 0.5m and ... open boundary condition given by ах = 2 2 - c2at ( t + zatot ) - c2at " t + At ( 22 ) ...
... boundary ; therefore the standing wave twice the incident wave height ... open boundaries . A rectangular free floating body with beam B = 0.5m and ... open boundary condition given by ах = 2 2 - c2at ( t + zatot ) - c2at " t + At ( 22 ) ...
Page 234
... open boundary does not depend on the distance from the open boundary , but that the nearest nodal point to the open boundary must be chosen . One of the reasons for this conclusion is that the first nodal point from the open boundary ...
... open boundary does not depend on the distance from the open boundary , but that the nearest nodal point to the open boundary must be chosen . One of the reasons for this conclusion is that the first nodal point from the open boundary ...
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