Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
From inside the book
Results 1-3 of 87
Page 26
... significant wave height , H ,, averaged over 10 minutes . This H , value , which is based on the rms ( root - mean- square ) variation of the water surface , is stored every 5 minutes . Hence , two consecutive H , values have an overlap ...
... significant wave height , H ,, averaged over 10 minutes . This H , value , which is based on the rms ( root - mean- square ) variation of the water surface , is stored every 5 minutes . Hence , two consecutive H , values have an overlap ...
Page 62
... significant wave height of this seastate was 4.50 m and it contained an exceptionally high wave crest of 5.07 m . The wave elevation time series was reproduced at the reproduction point in the wave basin at scale 1:30 . The significant ...
... significant wave height of this seastate was 4.50 m and it contained an exceptionally high wave crest of 5.07 m . The wave elevation time series was reproduced at the reproduction point in the wave basin at scale 1:30 . The significant ...
Page 245
... significant phase shift due to their de- pendence on roll velocity . For the case without bilge keels , potential methods predict moment amplitudes fairly well , but miss the phase shift due to the absence of vorticity cre- ation . With ...
... significant phase shift due to their de- pendence on roll velocity . For the case without bilge keels , potential methods predict moment amplitudes fairly well , but miss the phase shift due to the absence of vorticity cre- ation . With ...
Contents
PART | 1 |
Sea Surface Wind Stress in Stratified Atmospheric Flow | 49 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 65 |
Copyright | |
20 other sections not shown
Other editions - View all
Common terms and phrases
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