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 11
... method can be found in references [ 2,3 ] . ( 2 ) In this method , the multi - directional sea is synthesized using single summation , random phase technique , with wave angles selected at random from a distribution defined by a ...
... method can be found in references [ 2,3 ] . ( 2 ) In this method , the multi - directional sea is synthesized using single summation , random phase technique , with wave angles selected at random from a distribution defined by a ...
Page 170
... Method II test conditions were duplicated the time domain . The time history of the measured , undisturbed wave at the mean location of the turret was are used as input to the program . In the program the second order transfer functions ...
... Method II test conditions were duplicated the time domain . The time history of the measured , undisturbed wave at the mean location of the turret was are used as input to the program . In the program the second order transfer functions ...
Page 172
... Method II is not dependent on spectrum type , while Method I predicts a more pronounced de- crease in case of the JONSWAP spectrum . If the damping from the anchor chains is consid- ered as a linear damping contribution , this damping ...
... Method II is not dependent on spectrum type , while Method I predicts a more pronounced de- crease in case of the JONSWAP spectrum . If the damping from the anchor chains is consid- ered as a linear damping contribution , this damping ...
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