Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 118
... respectively , the correspondent val- ues in currents are S ( w ; ) , w¡ , k ( w ; ) respectively . The relative angu- lar frequency and wave period to currents are @ri and Tr = 2π / wri respectively . By Li's research [ 1987,1990a ] ...
... respectively , the correspondent val- ues in currents are S ( w ; ) , w¡ , k ( w ; ) respectively . The relative angu- lar frequency and wave period to currents are @ri and Tr = 2π / wri respectively . By Li's research [ 1987,1990a ] ...
Page 128
... respectively the mass and moment of inertia of the buoy , p is the density of the fluid , g is the gravity constant = 9.81 m / s2 , D is the drag , T is the cable tension , n is the normal to the body , S is surface area , I , is the ...
... respectively the mass and moment of inertia of the buoy , p is the density of the fluid , g is the gravity constant = 9.81 m / s2 , D is the drag , T is the cable tension , n is the normal to the body , S is surface area , I , is the ...
Page 291
... respectively Greek symbols ε , v @ = bandwidth parameters = circular wave frequency NOMENCLATURE CCA , CLH ČCA , ČLH ... respectively = constants in Cavanié et al.'s and Longuet- Higgins ' transformed distributions , respectively ...
... respectively Greek symbols ε , v @ = bandwidth parameters = circular wave frequency NOMENCLATURE CCA , CLH ČCA , ČLH ... respectively = constants in Cavanié et al.'s and Longuet- Higgins ' transformed distributions , respectively ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
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added mass amplitude analysis axial behaviour boundary bubble buoy cable calculated Campos Basin coefficients compliant tower components configuration crane vessels cylinder damping model damping ratio developed direction displacement distribution domain drag coefficient drag force dynamic response effect Engineering equation estimated experimental Figure floating flow fluid heave motion hydrodynamic hydrodynamic damping installation interaction internal wave irregular waves Karunakaran length linear load matrix measured method modal mode model testing module natural frequency natural period nondimensional nonlinear obtained Ocean Offshore Structures operations oscillation parameters peak pipe pipeline platform pontoon potential predicted pressure ratio Rayleigh Rayleigh distribution resonant riser rotation second-order semisubmersible ship shown simulation spectra spectrum stiffness Stirling engine subsea surge tank technique tendon tension tethers transfer function values vector velocity velocity potential vertical vessel vibration water depth wave force wave height wave period