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 5
... response enve- lopes for the displacement , shear force , and bending moment responses are given in Figs . 2 ( a ) and ( b ) , respectively , for the var- ious stretching schemes and the HWM . It is noticed that for these three response ...
... response enve- lopes for the displacement , shear force , and bending moment responses are given in Figs . 2 ( a ) and ( b ) , respectively , for the var- ious stretching schemes and the HWM . It is noticed that for these three response ...
Page 195
... response are shown given several crest heights . The distributions are identified by probability levels of non - exceedence of the maximum response . Apart from the crest of 13 m , the response distributions were determined for crest ...
... response are shown given several crest heights . The distributions are identified by probability levels of non - exceedence of the maximum response . Apart from the crest of 13 m , the response distributions were determined for crest ...
Page 196
... response 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 ...
... response 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 ...
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