Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 50
... components . Each component is then treated as a linear wave that interacts with the cylinder in accordance with linear diffraction theory based on its own effective wavelength . Because all of these incident wave components are phase ...
... components . Each component is then treated as a linear wave that interacts with the cylinder in accordance with linear diffraction theory based on its own effective wavelength . Because all of these incident wave components are phase ...
Page 119
... components that arrive at location ( x , y ) at time to are scattered at a previous time t over the ocean in a " sprinkler pattern " , the location of each component being determined by its direction and its distances to the forecast ...
... components that arrive at location ( x , y ) at time to are scattered at a previous time t over the ocean in a " sprinkler pattern " , the location of each component being determined by its direction and its distances to the forecast ...
Page 374
... components of the system Aj . In the present problem the limit functions of all components have the same form ( 15 ) . The difference between the limit functions of the various components is the different meaning of the first four ...
... components of the system Aj . In the present problem the limit functions of all components have the same form ( 15 ) . The difference between the limit functions of the various components is the different meaning of the first four ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic incident wave interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME OMAE oscillating parameters peak pile platform pontoons predicted propagation random waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind