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 199
... estimated using response functions obtained in former section agree well with measured spectra . On the other hand , the spectra estimated using theoretical response functions also agree roughly with measured ones , but in the case of ...
... estimated using response functions obtained in former section agree well with measured spectra . On the other hand , the spectra estimated using theoretical response functions also agree roughly with measured ones , but in the case of ...
Page 227
... estimated to only 3 % of the corresponding maximum dynamic motion amplitude experienced during the impact . From the observed damping dependence on the motion amplitude combined with the motion amplitude estimated in a steady state sea ...
... estimated to only 3 % of the corresponding maximum dynamic motion amplitude experienced during the impact . From the observed damping dependence on the motion amplitude combined with the motion amplitude estimated in a steady state sea ...
Page 24
... estimated from a finite sample size , the lower bound is calculated from the " prediction interval " expression in terms of estimated parameters which reflects some penalty for the lack of unlimited data ( e.g. , Little , 1981 , Edwards ...
... estimated from a finite sample size , the lower bound is calculated from the " prediction interval " expression in terms of estimated parameters which reflects some penalty for the lack of unlimited data ( e.g. , Little , 1981 , Edwards ...
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