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 345
OPEN BOUNDARY SCHEME FOR NONLINEAR IRREGULAR WAVES Y. Tanaka and T. Nakamura Shinozuka Research Institute Tokyo , Japan 4. CONCLUSION A ... boundary condition 345 Open Boundary Scheme for Nonlinear Irregular Waves Y Tanaka and T Nakamura.
OPEN BOUNDARY SCHEME FOR NONLINEAR IRREGULAR WAVES Y. Tanaka and T. Nakamura Shinozuka Research Institute Tokyo , Japan 4. CONCLUSION A ... boundary condition 345 Open Boundary Scheme for Nonlinear Irregular Waves Y Tanaka and T Nakamura.
Page 347
... boundary . The marker particles on the open boundary move according to the Lagrangian description given by Eq . ( 9 ) ; so the artificial radiation boundary can be called a " moving open boundary " ( M.O.B. ) . Once the values of phase ...
... boundary . The marker particles on the open boundary move according to the Lagrangian description given by Eq . ( 9 ) ; so the artificial radiation boundary can be called a " moving open boundary " ( M.O.B. ) . Once the values of phase ...
Page 348
... boundary scheme , three test simulations are conducted . The wave flume is 13.4 m long and 1 m deep . A constant phase velocity Co on the open boundary to the left is applied , while the predicted phase velocity C on the open boundary ...
... boundary scheme , three test simulations are conducted . The wave flume is 13.4 m long and 1 m deep . A constant phase velocity Co on the open boundary to the left is applied , while the predicted phase velocity C on the open boundary ...
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