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 202
... defined with the origin positioned in the mean still water surface and the Oz axis vertically upwards . d is the water depth . The surface of the body is defined as S。( x , y , z ) = 0 relative to the fixed system of coordinates . The ...
... defined with the origin positioned in the mean still water surface and the Oz axis vertically upwards . d is the water depth . The surface of the body is defined as S。( x , y , z ) = 0 relative to the fixed system of coordinates . The ...
Page 228
... defined as the amplitude of U ( z , t ) . Then , max Re - Um D Y and KC Umax T D ( 2 ) 3.1.2 Lift forces : The maximum lift force coefficients are defined as follows : Cimax = ftmax / 0.5pDU max CL max = fi max / 0.5pDU ? max ( 3 ) ( 4 ) ...
... defined as the amplitude of U ( z , t ) . Then , max Re - Um D Y and KC Umax T D ( 2 ) 3.1.2 Lift forces : The maximum lift force coefficients are defined as follows : Cimax = ftmax / 0.5pDU max CL max = fi max / 0.5pDU ? max ( 3 ) ( 4 ) ...
Page 328
... defined by au aw ε == + მთ Əz ( 2 ) where u and w are the soil displacements in the x- and z- directions , respectively . The compressibility of the pore fluid , ẞ , is defined by Based on Hooke's law , the incremental effective ...
... defined by au aw ε == + მთ Əz ( 2 ) where u and w are the soil displacements in the x- and z- directions , respectively . The compressibility of the pore fluid , ẞ , is defined by Based on Hooke's law , the incremental effective ...
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