Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 70
Page 131
... corresponding runs for the discus buoy . The wind velocity in these runs is 24 knots ( 12.35 m / s ) which is typical of Sea State 5. Runs 9 and 10 correspond to Run 2 with the wind velocity changed to 16 knots ( 8.23 m / s ) and 34 ...
... corresponding runs for the discus buoy . The wind velocity in these runs is 24 knots ( 12.35 m / s ) which is typical of Sea State 5. Runs 9 and 10 correspond to Run 2 with the wind velocity changed to 16 knots ( 8.23 m / s ) and 34 ...
Page 348
... corresponding to this case , shown in Fig . 7 , are lower than the analytical values , Co , obtained by 2nd - order Stokes theory . The broken line in Fig . 7 indicates phase velocity calculated by 2nd - order Stokes theory . It should ...
... corresponding to this case , shown in Fig . 7 , are lower than the analytical values , Co , obtained by 2nd - order Stokes theory . The broken line in Fig . 7 indicates phase velocity calculated by 2nd - order Stokes theory . It should ...
Page 193
... corresponding to equations ( 3 ) and ( 4 ) do not hold . It follows immediately that there exists a one - to - one rela- tionship between each triplet ( w ,,,, ) and the resulting design parameter vector 0 ,, Formally , this ...
... corresponding to equations ( 3 ) and ( 4 ) do not hold . It follows immediately that there exists a one - to - one rela- tionship between each triplet ( w ,,,, ) and the resulting design parameter vector 0 ,, Formally , this ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
29 other sections not shown
Other editions - View all
Common terms and phrases
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