Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 195
... distribution . Using the curve fittings to these empirical distributions it is possible to estimate the conditioned maximum response distribution for an intermediate crest height within the ' crest range ' with good accuracy . To ...
... distribution . Using the curve fittings to these empirical distributions it is possible to estimate the conditioned maximum response distribution for an intermediate crest height within the ' crest range ' with good accuracy . To ...
Page 196
... distribution . If one would determine the conditioned maximum response distributions for a large number of crest elevations and use many constrained random simulations per crest , one would essentially be performing extensive random ...
... distribution . If one would determine the conditioned maximum response distributions for a large number of crest elevations and use many constrained random simulations per crest , one would essentially be performing extensive random ...
Page 197
... distributions obtained from 11 h each of constrained simulations is smaller than the standard error of the mean of the extreme response distribution obtained from 300 h of random simulation . From this it can be concluded that the mean ...
... distributions obtained from 11 h each of constrained simulations is smaller than the standard error of the mean of the extreme response distribution obtained from 300 h of random simulation . From this it can be concluded that the mean ...
Contents
PART | 1 |
Sea Surface Wind Stress in Stratified Atmospheric Flow | 49 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 65 |
Copyright | |
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acceleration amplitude analysis axial boundary conditions calculated cavitation cnoidal waves comparison components computed crest heights cylinder damping dent displacement distribution drag drag coefficient effects element equation estimated experimental factor Figure flow fluid force coefficients Fourier freak waves free surface function given Hilbert transform horizontal hull hydrodynamic hydrodynamic forces inertia interaction irregular wave linear wave LRFD maximum measured method monotower motion natural frequency nondimensional nonlinear North Sea obtained Ocean Offshore Structures OMAE oscillating parameters platform potential potential flow predicted pressure Proc reliability Reynolds number seastates second-order shear ship shown simulation skeg solution spectrum Statoil stress surface elevation Table theoretical transfer function transient wave values variable vertical vibration vortex induced vibrations vortex shedding wave elevation wave force wave kinematics wave load wave theory wave train Wheeler stretching wind