Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 104
... significant height of oscillation are increased also as shown in the table . The mean period of oscillation increased slightly from 6.5758 seconds to 6.6250 seconds . The trends are similar iny , T1 , and T2 . That is , their maxima ...
... significant height of oscillation are increased also as shown in the table . The mean period of oscillation increased slightly from 6.5758 seconds to 6.6250 seconds . The trends are similar iny , T1 , and T2 . That is , their maxima ...
Page 105
... Significant Maximum RMS Mean Significant RMS ( SEC ) y / L with 0.4796 0.8480 0.1190 0.6718 0.7075 0.7170 0.6804 9.41 10.21 9.44 without 0.4791 0.8390 0.1190 0.6441 0.7125 0.7150 0.6652 9.67 10.48 9.72 Psi with 0.0001 0.3420 -0.3420 ...
... Significant Maximum RMS Mean Significant RMS ( SEC ) y / L with 0.4796 0.8480 0.1190 0.6718 0.7075 0.7170 0.6804 9.41 10.21 9.44 without 0.4791 0.8390 0.1190 0.6441 0.7125 0.7150 0.6652 9.67 10.48 9.72 Psi with 0.0001 0.3420 -0.3420 ...
Page 310
... Significant Wave Height - H , BUOY - RAY MODEL ยท ' OPEN SEA Julian Day 100 108 106 100 112 16 18 Julian Day SINES 6D ... significant wave height at SINES 1D , B ) significant wave height at SINES 6D and C ) mean wave direction in low ...
... Significant Wave Height - H , BUOY - RAY MODEL ยท ' OPEN SEA Julian Day 100 108 106 100 112 16 18 Julian Day SINES 6D ... significant wave height at SINES 1D , B ) significant wave height at SINES 6D and C ) mean wave direction in low ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
VOLUME IB OFFSHORE TECHNOLOGY | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave increase inertia length linear maximum method mooring line mooring system natural frequency nonlinear North Sea obtained offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser sensor ship shown in Figure simulation solution spectral spectral density stability surface elevation surge Table tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave loading wave period wave power wind wire rope