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 27
... crest heights . The maximum value of the ratio between the crest height and the significant wave height is seen to be about 1.8 . The combinations in Figures 4 and 5 would indicate whether non- linear wave - wave interaction contributes ...
... crest heights . The maximum value of the ratio between the crest height and the significant wave height is seen to be about 1.8 . The combinations in Figures 4 and 5 would indicate whether non- linear wave - wave interaction contributes ...
Page 28
... crest heights . The effects due to varying the water depth has , however , not been considered in the present project . The probability density function f , is modelled by a Weibull distribution with upper limit . For a typical value of ...
... crest heights . The effects due to varying the water depth has , however , not been considered in the present project . The probability density function f , is modelled by a Weibull distribution with upper limit . For a typical value of ...
Page 195
... crest at the vertical through the centre of gravity of the jack - up . 3 INFLUENCE OF CREST HEIGHT As demonstrated above , by using constrained simulations a ... crest range . II The number of constrained random simulations per crest . 195.
... crest at the vertical through the centre of gravity of the jack - up . 3 INFLUENCE OF CREST HEIGHT As demonstrated above , by using constrained simulations a ... crest range . II The number of constrained random simulations per crest . 195.
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