Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 73
... determined by resonant column soil tests and has a range of 100 to 400. Ld is the liquidity index of soil . The shear strain Y is given by : τ W Y = Ge ( 20 ) where Tw is the wave induced soil shear stress . Ge is the equivalent soil ...
... determined by resonant column soil tests and has a range of 100 to 400. Ld is the liquidity index of soil . The shear strain Y is given by : τ W Y = Ge ( 20 ) where Tw is the wave induced soil shear stress . Ge is the equivalent soil ...
Page 847
... determining this probability . The probability that the wave crest will exceed a certain level within a year can be determined by combination of the cumulative distribution function ( CDF ) for the maximum crest given the significant ...
... determining this probability . The probability that the wave crest will exceed a certain level within a year can be determined by combination of the cumulative distribution function ( CDF ) for the maximum crest given the significant ...
Page 853
... determine 10 year , 50 year , 100 year , and 10,000 year maximum crest heights using a long - term extreme significant wave height distribution valid for the central North Sea . Design values have been determined based on several of the ...
... determine 10 year , 50 year , 100 year , and 10,000 year maximum crest heights using a long - term extreme significant wave height distribution valid for the central North Sea . Design values have been determined based on several of the ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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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