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 59
... shown in Fig . 4. It is shown by Fig . 4 a that the data are scattered , so envelope is drawn to express the relationship of ( KG ) 1/3 with KC , and there is a good relationship of the enve- lope related ( KG ) 1/3 , KCp and S / D as ...
... shown in Fig . 4. It is shown by Fig . 4 a that the data are scattered , so envelope is drawn to express the relationship of ( KG ) 1/3 with KC , and there is a good relationship of the enve- lope related ( KG ) 1/3 , KCp and S / D as ...
Page 194
... shown in Figures 2 and 3 for each case . Floating Vertical Circular Cylinder The diameter of the vertical circular cylinder is taken to be 40 meters with a draft of 10 meters in a mean water depth of 20 meters . The wetted surface of ...
... shown in Figures 2 and 3 for each case . Floating Vertical Circular Cylinder The diameter of the vertical circular cylinder is taken to be 40 meters with a draft of 10 meters in a mean water depth of 20 meters . The wetted surface of ...
Page 462
... shown in Fig . 8 and 9. The results of the pitch motion , compared with that of previous researches [ 5 ] , are as shown in Fig . 10 . A parametric study of Froude numbers , submerged depths , separating distances and inclinations is ...
... shown in Fig . 8 and 9. The results of the pitch motion , compared with that of previous researches [ 5 ] , are as shown in Fig . 10 . A parametric study of Froude numbers , submerged depths , separating distances and inclinations is ...
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