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 112
... value of 2. ( The slightly higher values observed for CMy for the 3 - D waves would be consistent with the experimental μy values for these two wave cases being slightly higher than their theoretical values since these latter values ...
... value of 2. ( The slightly higher values observed for CMy for the 3 - D waves would be consistent with the experimental μy values for these two wave cases being slightly higher than their theoretical values since these latter values ...
Page 172
... VALUES SELECTED MEAN VALUE 1.4090E + 02 10 LARGEST AMPLITUDE VALUES RELATIVE TO MEAN VALUE 6 5 6095E + 02 7 5.3609E + 02 8 5.2130E + 02 1 8.3255E + 02 2 7.6097E + 02 3 7.1055E + 02 4 6.8051E + 02 9 4.8888E + 02 NUMBER OF PEAKS 152 5 ...
... VALUES SELECTED MEAN VALUE 1.4090E + 02 10 LARGEST AMPLITUDE VALUES RELATIVE TO MEAN VALUE 6 5 6095E + 02 7 5.3609E + 02 8 5.2130E + 02 1 8.3255E + 02 2 7.6097E + 02 3 7.1055E + 02 4 6.8051E + 02 9 4.8888E + 02 NUMBER OF PEAKS 152 5 ...
Page 203
... values that are associated with the higher Keulegan - Carpenter number range . Ca values of 1.6 , 0.8 , and 0.9 were finally chosen for the three cylinders . ( It should be noted that the Re range under which these experiments were ...
... values that are associated with the higher Keulegan - Carpenter number range . Ca values of 1.6 , 0.8 , and 0.9 were finally chosen for the three cylinders . ( It should be noted that the Re range under which these experiments were ...
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