Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 1American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 84
Page 46
... periods . Although numer- ous theories for the wave period distribution have been proposed ( see Ochi ( 1982 ) for a review ) it is found that a simple triangular distri- bution , symmetric about the mean period T , is a good ...
... periods . Although numer- ous theories for the wave period distribution have been proposed ( see Ochi ( 1982 ) for a review ) it is found that a simple triangular distri- bution , symmetric about the mean period T , is a good ...
Page 218
... period of heave around 20-22 sec . Some criteria as that consider the heave natural period equal to 1.6 * Tp , ( when Tp is the peak frequency of the design wave spectrum ) are usually adopted to define its value . Initially , it would ...
... period of heave around 20-22 sec . Some criteria as that consider the heave natural period equal to 1.6 * Tp , ( when Tp is the peak frequency of the design wave spectrum ) are usually adopted to define its value . Initially , it would ...
Page 250
... period , there plainly comes a point at which the heave energy communicated by the ship , close to that pe- riod , can no longer be neglected . Riser response will then only be limited by damping ( hydrodynamic and structural ) . Two ...
... period , there plainly comes a point at which the heave energy communicated by the ship , close to that pe- riod , can no longer be neglected . Riser response will then only be limited by damping ( hydrodynamic and structural ) . Two ...
Contents
OCEAN WAVES AND CURRENT | 1 |
Directional Wave Observations During High Sea States From an NDBC Discus Buoy | 25 |
Vortex Trajectories Around a Circular Cylinder in Oscillatory Plus Mean Flows | 69 |
Copyright | |
30 other sections not shown
Other editions - View all
Common terms and phrases
added mass added resistance analysis body buoy cable calculated catenary components computed configuration convective cylinder damping ratio density displacement distribution domain drag coefficient drag force drift forces dynamic response effect energy Engineering estimated experimental extreme Figure floating flow fluid force coefficients free surface function Green's function heave motion horizontal hydrodynamic hydrodynamic damping incident wave inertia integral internal wave irregular waves KC number lift force linear load low-frequency damping matrix maximum measured method mode mooring Morison equation nondimensional nonlinear obtained Ocean Ocean Engineering Offshore Technology oscillation parameters peak phase velocity platform pontoon potential prediction Rayleigh Rayleigh distribution region resonant rotation second-order ship shown simulation solitary wave spectra spectrum submerged surge tension tethers values vector velocity velocity potential vertical vibration vortex water depth wave crest wave forces wave frequency wave height wave period Wavenumber wind