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 360
( ( s ) H ) w- Observed Wavenumber Observed Wavenumber Observed Wavenumber Observed Wavenumber Observed Wavenumber A NUMERICAL SOLUTION FOR POTENTIAL FLOWS INCLUDING THE EFFECTS OF. 0.010 1.15 o - Operator 1 o - Operator 2 U2 = 10 0 = 1 ...
( ( s ) H ) w- Observed Wavenumber Observed Wavenumber Observed Wavenumber Observed Wavenumber Observed Wavenumber A NUMERICAL SOLUTION FOR POTENTIAL FLOWS INCLUDING THE EFFECTS OF. 0.010 1.15 o - Operator 1 o - Operator 2 U2 = 10 0 = 1 ...
Page 295
... observed distribution ( Myrhaug and Kjeldsen , 1984 ) , Weibull distribution ( Myrhaug and Kjeldsen , 1984 ) ; Rayleigh distribution ; □ Cavanié et al.'s distribution ; x Longuet - Higgins ' distribution . low waves are larger than ...
... observed distribution ( Myrhaug and Kjeldsen , 1984 ) , Weibull distribution ( Myrhaug and Kjeldsen , 1984 ) ; Rayleigh distribution ; □ Cavanié et al.'s distribution ; x Longuet - Higgins ' distribution . low waves are larger than ...
Page 460
... observation set 2 1.00 MG33 prior 3 and observation set 3 Time , years 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Figure 6. Reliability index updated based on inspection results and observed cracks . Updating Based on Observed ...
... observation set 2 1.00 MG33 prior 3 and observation set 3 Time , years 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Figure 6. Reliability index updated based on inspection results and observed cracks . Updating Based on Observed ...
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