Hydrodynamics of Offshore Structures |
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Chapter | 1 |
Chapter | 16 |
Southern CaliforniaWest Coast Platforms | 23 |
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amplitude analysis ASCE assumed Bernoulli's equation bottom boundary conditions C₁ Chakrabarti circular cylinder cnoidal components computed cosh kd damping defined diffraction distribution drag coefficient drag force dynamic energy density F₁ flow free surface frequency given halfcylinder hemisphere horizontal force hydrodynamic hydrodynamic coefficients inertia integral kinematics lift coefficient lift force linear theory maximum method Morison equation nondimensional nonlinear normal obtained ocean waves offshore structures Offshore Technology Conference oscillation parameter phase angles platform pressure probability density Rayleigh distribution response Sarpkaya second-order shown in Fig significant wave height sinh kd solution spectral spectrum model Stokes stream function submerged tension leg platform tower values of CM velocity potential vertical cylinder vertical force water depth water particle velocity wave forces wave length wave period wave profile wave record wave spectrum wave theory zero ду