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 145
... corresponding design load ) . This is the load level which is expected to be exceeded on average once in 100 years and hence may be referred to as the ' true ' hundred year load . The 100 - year environmental condition corresponding to ...
... corresponding design load ) . This is the load level which is expected to be exceeded on average once in 100 years and hence may be referred to as the ' true ' hundred year load . The 100 - year environmental condition corresponding to ...
Page 365
... corresponds to C , in water without any air content . The results of Figure 1 indicate that the theoretical results have ... corresponding to the intersection of wall at still water level . Figure 2 shows that the peak pressure keeps ...
... corresponds to C , in water without any air content . The results of Figure 1 indicate that the theoretical results have ... corresponding to the intersection of wall at still water level . Figure 2 shows that the peak pressure keeps ...
Page 377
... corresponding numbers are 81 % overprediction for FNV + QTF and 176 % for FNV . The high - frequency periods are also slightly overpredicted compensating for amplitude overprediction . A similar comparison performed in Marthinsen et ...
... corresponding numbers are 81 % overprediction for FNV + QTF and 176 % for FNV . The high - frequency periods are also slightly overpredicted compensating for amplitude overprediction . A similar comparison performed in Marthinsen et ...
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