Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
From inside the book
Results 1-3 of 82
Page 220
... coefficient is positive for the upstream cylinder , and negative for the downstream cylinder for gaps between 1.5D and 2D . The net effect of this negative drag value is an attraction force between the cylinders . Figure 6 shows the ...
... coefficient is positive for the upstream cylinder , and negative for the downstream cylinder for gaps between 1.5D and 2D . The net effect of this negative drag value is an attraction force between the cylinders . Figure 6 shows the ...
Page 387
Lift Coefficient Lift Coefficient Lift Coefficient Lift Coefficient 0.8 0.6 0.4 0.2 0 -0.2 -0.4 -0.6 -0.8 -1 -1.2 0 5 0.5 0.4 0.3 0.2 0.1 O -0.1 -0.2 -0.3 -0.4 -0.5 0.5 0.4 0.3 0.2 0.1 0 -0.1 -0.2 -0.3 -0.4 -0.5 -0.6 0.6 0.4 0.2 -0.2 ...
Lift Coefficient Lift Coefficient Lift Coefficient Lift Coefficient 0.8 0.6 0.4 0.2 0 -0.2 -0.4 -0.6 -0.8 -1 -1.2 0 5 0.5 0.4 0.3 0.2 0.1 O -0.1 -0.2 -0.3 -0.4 -0.5 0.5 0.4 0.3 0.2 0.1 0 -0.1 -0.2 -0.3 -0.4 -0.5 -0.6 0.6 0.4 0.2 -0.2 ...
Page 534
... coefficient . In terms of the height threshold HT of the present work , the resulting equation for the Markov coefficient is express- ible as с [ 1/2 = ( A ) [ 1 - xp ( -2 ) HT Hs H ( 5 ) where Ĉ denotes a parameter which can be related ...
... coefficient . In terms of the height threshold HT of the present work , the resulting equation for the Markov coefficient is express- ible as с [ 1/2 = ( A ) [ 1 - xp ( -2 ) HT Hs H ( 5 ) where Ĉ denotes a parameter which can be related ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
97 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind