Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
From inside the book
Results 1-3 of 81
Page 104
... significant values all become larger because of the memory effect . Table 3 : Statistics of P - Stable 1 TPM System With and Without Memory Statistics Elevation Mean Maximum Minimum Mean Height of Oscillation Significant Maximum Period ...
... significant values all become larger because of the memory effect . Table 3 : Statistics of P - Stable 1 TPM System With and Without Memory Statistics Elevation Mean Maximum Minimum Mean Height of Oscillation Significant Maximum Period ...
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 · OPEN SEA 110 121 Julian Day 07 100 108 106 100 112 116 1992 SINES ... 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 · OPEN SEA 110 121 Julian Day 07 100 108 106 100 112 116 1992 SINES ... 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 |
Hydroelastic and Articulated Structure | 41 |
Copyright | |
11 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz Figure floating airport floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave inertia length linear load cells maximum method Mighty Whale mooring line mooring system motion nonlinear North Sea obtained Ocean offshore structures OMAE optimal oscillating parameters peak platform potential predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown simulation spectral spectral density stability surface elevation Table tank 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 period wave power wind wire rope