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 38
... measured Smax distributes around 10 ~ 25 , and is 10 in the range of f ' less than 1.0 . It remains uncertainty that the solid line shows a discrepancy with the measured data . The broken line , Smax = 10 , has been proposed by Goda for ...
... measured Smax distributes around 10 ~ 25 , and is 10 in the range of f ' less than 1.0 . It remains uncertainty that the solid line shows a discrepancy with the measured data . The broken line , Smax = 10 , has been proposed by Goda for ...
Page 297
... measured between wave- frequency line force and heave motion . TABLE 1. ESTIMATED AND MEASURED VALUES A. Slow - Drift. 1800 1600 Run 1623 Tp - 10s Hmo = 6.5m MEASURED FORCE ( LOW - PASS ) SIMULATED FROM MEASURED SURGE 400 300 300 Run ...
... measured between wave- frequency line force and heave motion . TABLE 1. ESTIMATED AND MEASURED VALUES A. Slow - Drift. 1800 1600 Run 1623 Tp - 10s Hmo = 6.5m MEASURED FORCE ( LOW - PASS ) SIMULATED FROM MEASURED SURGE 400 300 300 Run ...
Page 648
... 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 solution per ...
... 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 solution per ...
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