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 100
... respectively ; R ( 0 ) and D ( 0 ) are the roll restoring and damping moments respectively . The equation of motion ( 1 ) can be scaled by the total inertia ( J + M ) and put in standard system form . * = y y = -R ( x ) -D ( y ) = ƏH ...
... respectively ; R ( 0 ) and D ( 0 ) are the roll restoring and damping moments respectively . The equation of motion ( 1 ) can be scaled by the total inertia ( J + M ) and put in standard system form . * = y y = -R ( x ) -D ( y ) = ƏH ...
Page 268
... respectively . u , v and r are ship's velocity in the surge , sway and yaw modes , respectively . X , Y and N are the hydrodynamic forces and moment in the surge , sway and yaw modes , respectively . f1 , f2 , f , are the hydrodynamic ...
... respectively . u , v and r are ship's velocity in the surge , sway and yaw modes , respectively . X , Y and N are the hydrodynamic forces and moment in the surge , sway and yaw modes , respectively . f1 , f2 , f , are the hydrodynamic ...
Page 328
... respectively . The shear modulus of The consolidation equation ( Biot , 1941 ) or storage equation ( Verruijt , 1969 ) is generally accepted as the governing equa- tion for flow of a compressible pore fluid in a compressible porous ...
... respectively . The shear modulus of The consolidation equation ( Biot , 1941 ) or storage equation ( Verruijt , 1969 ) is generally accepted as the governing equa- tion for flow of a compressible pore fluid in a compressible porous ...
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