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 212
... response and extreme response is significantly lower than in the response process itself . The results also indicate that uncertainties do not reduce beyond a certain limit , for instance there is no significant reduction in the ...
... response and extreme response is significantly lower than in the response process itself . The results also indicate that uncertainties do not reduce beyond a certain limit , for instance there is no significant reduction in the ...
Page 232
... response and the quasistatic response . The DAF may thus principally be given in different formats : for response amplitudes as a function of frequency for rms response ( standard deviation of response ) for extreme response For drag ...
... response and the quasistatic response . The DAF may thus principally be given in different formats : for response amplitudes as a function of frequency for rms response ( standard deviation of response ) for extreme response For drag ...
Page 239
... response AAAA Maximo earles Rayleigh Velbull - 8 fil ST . DEV . OF PARENT SERIES DLODL Dynamic response as Dynamic amplification factors for extreme response estimated described in this will thus be paper beneficial compared to what may ...
... response AAAA Maximo earles Rayleigh Velbull - 8 fil ST . DEV . OF PARENT SERIES DLODL Dynamic response as Dynamic amplification factors for extreme response estimated described in this will thus be paper beneficial compared to what may ...
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