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 179
... considered : circular and elliptic . The two components of the oscillating currents evolve at the same frequency ... considered during the experiments reported here : horizontal , vertical , circular and elliptic but only the later is ...
... considered : circular and elliptic . The two components of the oscillating currents evolve at the same frequency ... considered during the experiments reported here : horizontal , vertical , circular and elliptic but only the later is ...
Page 218
... considered to be a problem for normal structural elements . Wake Interactions Wake interactions should be considered for distances less than 15 times the diameter of the larger ( up - stream ) tube if the vortex shedding frequency from ...
... considered to be a problem for normal structural elements . Wake Interactions Wake interactions should be considered for distances less than 15 times the diameter of the larger ( up - stream ) tube if the vortex shedding frequency from ...
Page 490
... considered inviscid , incompressible , and irrotational . Radiation damping was the only source of energy dissipation considered in these analyses . Responses were computed in the frequency domain with linear mooring stiffness . Only ...
... considered inviscid , incompressible , and irrotational . Radiation damping was the only source of energy dissipation considered in these analyses . Responses were computed in the frequency domain with linear mooring stiffness . Only ...
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