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 37
... shows relations between H ' and T ' obtained from the measured data , which have been grouped into three classes of ... shows the values of F1 with respect to each 7 . 4.4 Peak Enhancement Factor · In the engineering design work , the ...
... shows relations between H ' and T ' obtained from the measured data , which have been grouped into three classes of ... shows the values of F1 with respect to each 7 . 4.4 Peak Enhancement Factor · In the engineering design work , the ...
Page 38
... shows Eq . ( 8 ) and the broken lines shows the following formula by Izumimiya et al . ) from the measured data around the coastal area . S = Smax / [ 1 + 10 ( log . ( f / f , ) ) 2 ] ( 9 ) The measured data shows the tendency of ...
... shows Eq . ( 8 ) and the broken lines shows the following formula by Izumimiya et al . ) from the measured data around the coastal area . S = Smax / [ 1 + 10 ( log . ( f / f , ) ) 2 ] ( 9 ) The measured data shows the tendency of ...
Page 101
... shows the roll drift moment in beam waves including the current . One of the reasons for choosing a semisubmersible platform in this study is to obtain a picture of the relative importance of the viscous forces on this type of a ...
... shows the roll drift moment in beam waves including the current . One of the reasons for choosing a semisubmersible platform in this study is to obtain a picture of the relative importance of the viscous forces on this type of a ...
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