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 71
Page 542
... Significant Wave Height [ m ] 14 12 10 100 years Contours ; Haltenbanken A 100 years sea state From the joint environmental models for wind sea and swell , 100 - year contour plots for both Vøring and Haltenbanken are calculated , are ...
... Significant Wave Height [ m ] 14 12 10 100 years Contours ; Haltenbanken A 100 years sea state From the joint environmental models for wind sea and swell , 100 - year contour plots for both Vøring and Haltenbanken are calculated , are ...
Page 840
... significant wave heights are often subjected to measurement errors and bias errors . It is assumed that the maximum significant wave height Hs taking these effects into account can modeled by : H1 = H ; + Z where the parameters y ;, a ...
... significant wave heights are often subjected to measurement errors and bias errors . It is assumed that the maximum significant wave height Hs taking these effects into account can modeled by : H1 = H ; + Z where the parameters y ;, a ...
Page 853
... significant wave height ( the short - term extreme crest height distribution ) and f ( H ) is the long - term probability density distribution for extreme significant wave heights . It is assumed that f ( H , ) has been derived by the ...
... significant wave height ( the short - term extreme crest height distribution ) and f ( H ) is the long - term probability density distribution for extreme significant wave heights . It is assumed that f ( H , ) has been derived by the ...
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