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 82
Page 46
... distribution of wave crest amplitudes in breaking seas , we must first consider the joint distribution of wave crest amplitudes and wave periods . For a narrow - band sea , we may assume as a first approximation that the distributions ...
... distribution of wave crest amplitudes in breaking seas , we must first consider the joint distribution of wave crest amplitudes and wave periods . For a narrow - band sea , we may assume as a first approximation that the distributions ...
Page 47
... distribution shown in Figure 3 , but similar curves could be developed for any period distribution . It is noted that if there were no spread of wave periods about the mean , the curves for F and Fab would be unit step functions located ...
... distribution shown in Figure 3 , but similar curves could be developed for any period distribution . It is noted that if there were no spread of wave periods about the mean , the curves for F and Fab would be unit step functions located ...
Page 292
... distribution 10 10 2 6 Exponential distribution 10 SURGE Exponential distribution 6 8 10 18 TENSION Exponential distribution 10 Rayleigh distribution 10 10 ° 2 3 4 6 6 • 10 15 NORMALIZED AMPLITUDE Y - Ymean Time histority samples ...
... distribution 10 10 2 6 Exponential distribution 10 SURGE Exponential distribution 6 8 10 18 TENSION Exponential distribution 10 Rayleigh distribution 10 10 ° 2 3 4 6 6 • 10 15 NORMALIZED AMPLITUDE Y - Ymean Time histority samples ...
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