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 648
... heights measured from INTERVAL 1 divided by the calibrated wave height , - the wave heights measured from INTERVAL 2 divided by the calibrated wave height , the diffracted wave height predicted by the MacCamy and Fuchs analytical ...
... heights measured from INTERVAL 1 divided by the calibrated wave height , - the wave heights measured from INTERVAL 2 divided by the calibrated wave height , the diffracted wave height predicted by the MacCamy and Fuchs analytical ...
Page 59
... Heights and Storm Surge Heights ( feet ) 100 100 Figure 2 . 10 100 -Max Wave Height -Max Surge Height 1000 10000 Return Period ( years ) Expected Maximum Wave Heights and Storm Surges at TLP Location tests involving measured and ...
... Heights and Storm Surge Heights ( feet ) 100 100 Figure 2 . 10 100 -Max Wave Height -Max Surge Height 1000 10000 Return Period ( years ) Expected Maximum Wave Heights and Storm Surges at TLP Location tests involving measured and ...
Page 298
... height and wave period ) . Therefore comparison with narrow band data is needed to draw any conclusion on the ability of the transformed distributions due to CavaniƩ et al . and Longuet - Higgins to model the joint distribution of wave ...
... height and wave period ) . Therefore comparison with narrow band data is needed to draw any conclusion on the ability of the transformed distributions due to CavaniƩ et al . and Longuet - Higgins to model the joint distribution of wave ...
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