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 26
... waves due to the jacket platform legs can be considered negligible . The time series of the surface elevation are analyzed on - line resulting in the significant wave height , H ,, averaged over 10 minutes . This H , value , which is ...
... waves due to the jacket platform legs can be considered negligible . The time series of the surface elevation are analyzed on - line resulting in the significant wave height , H ,, averaged over 10 minutes . This H , value , which is ...
Page 27
... wave measures a set of scatter diagrams has been prepared . The following pairs of data have been extracted from the ... height criterion , Fig . 3 shows n / H , versus H , using the wave crest criterion , Fig . 4 shows H / L versus H ...
... wave measures a set of scatter diagrams has been prepared . The following pairs of data have been extracted from the ... height criterion , Fig . 3 shows n / H , versus H , using the wave crest criterion , Fig . 4 shows H / L versus H ...
Page 62
... Wave at a given point in the basin . Some non - regularities in the New Wave generated in the basin had to be accepted . 02 In the present paper the New Wave was generated from a Pierson- Moscowitz spectrum with a significant wave height ...
... Wave at a given point in the basin . Some non - regularities in the New Wave generated in the basin had to be accepted . 02 In the present paper the New Wave was generated from a Pierson- Moscowitz spectrum with a significant wave height ...
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