Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 92
Page 56
... velocity of the wave particle movement . The other part of the vertical forces is caused by the vertical component velocity and acceleration of partical movement , which may be expressed by f . Its frequency must be the same of wave ...
... velocity of the wave particle movement . The other part of the vertical forces is caused by the vertical component velocity and acceleration of partical movement , which may be expressed by f . Its frequency must be the same of wave ...
Page 268
... velocity , U , at the pipe entrance , must be specified in Eqs . ( 16 ) and ( 17 ) . We have used two different normal velocity distributions . In one case , we assume that the normal component of the intake velocity is constant so that ...
... velocity , U , at the pipe entrance , must be specified in Eqs . ( 16 ) and ( 17 ) . We have used two different normal velocity distributions . In one case , we assume that the normal component of the intake velocity is constant so that ...
Page 361
Velocity fx 8.00 4.00 3.00 2.00 1.00 0.00 -1.00 -2.00 -3.00 -4.00 -3.00 0.00 0.20 0.40 0.60 0.00 1.00 Period Figure 5 : Phase - averaged history of in - line force coeffi- Oscillating flow KC = 10 , ẞ = 1270 , Re = 12700 . cient - in ...
Velocity fx 8.00 4.00 3.00 2.00 1.00 0.00 -1.00 -2.00 -3.00 -4.00 -3.00 0.00 0.20 0.40 0.60 0.00 1.00 Period Figure 5 : Phase - averaged history of in - line force coeffi- Oscillating flow KC = 10 , ẞ = 1270 , Re = 12700 . cient - in ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
23 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind