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 115
... function p ( H ) can be described by a Rayleigh distribution . It follows that : H = √ √ √8 mo ( Sw ) ( 2 ) where mo ( S ) is the zeroth moment of the sea spectrum Sw ( we ) . To obtain the stress range transfer function PAOF ( We ) ...
... function p ( H ) can be described by a Rayleigh distribution . It follows that : H = √ √ √8 mo ( Sw ) ( 2 ) where mo ( S ) is the zeroth moment of the sea spectrum Sw ( we ) . To obtain the stress range transfer function PAOF ( We ) ...
Page 840
... function . σ and σ denote the B standard deviations of a and B , respectively . Pap is the correlation coefficient between a and B. Measured or simulated significant wave heights are often subjected to measurement errors and bias errors ...
... function . σ and σ denote the B standard deviations of a and B , respectively . Pap is the correlation coefficient between a and B. Measured or simulated significant wave heights are often subjected to measurement errors and bias errors ...
Page 852
... function and cumulative distribution function for normalised extreme crest heights based on 49 storms from radar measurements in the Danish part of the North Sea . Some of the storms which form the basis for the above analysis have very ...
... function and cumulative distribution function for normalised extreme crest heights based on 49 storms from radar measurements in the Danish part of the North Sea . Some of the storms which form the basis for the above analysis have very ...
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