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 7
... Table 6 , we may use this last equation to determine the probability of 1 , 2 , etc waves in a run of high waves . The results are tabulated in Table 7 , together with values from the measurements . The latter were calculated from the ...
... Table 6 , we may use this last equation to determine the probability of 1 , 2 , etc waves in a run of high waves . The results are tabulated in Table 7 , together with values from the measurements . The latter were calculated from the ...
Page 213
... Table 2. Large spread in the wave parameters ( see Table 1 ) leads to significant variations of the extreme wave height and wave period . As shown in Table 2 the North Atlantic , used as the reference wave climate for predicting design ...
... Table 2. Large spread in the wave parameters ( see Table 1 ) leads to significant variations of the extreme wave height and wave period . As shown in Table 2 the North Atlantic , used as the reference wave climate for predicting design ...
Page 216
Table 4 Table 4 H. and different threshold levels thr Ocean 520 Significant wave height H ,. $ 20 ( m ) area thr = 0.20 thr = 0.10 thr = 0.00 1 14.44 14.44 13.43 3 15.93 15.93 14.65 8 15.79 15.79 15.18 9 # 17.15 17.15 16.56 10 14.29 ...
Table 4 Table 4 H. and different threshold levels thr Ocean 520 Significant wave height H ,. $ 20 ( m ) area thr = 0.20 thr = 0.10 thr = 0.00 1 14.44 14.44 13.43 3 15.93 15.93 14.65 8 15.79 15.79 15.18 9 # 17.15 17.15 16.56 10 14.29 ...
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