Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 112
Figure 8 presents a more detailed plot of the first- and second - order relative errors for the different locations of the radiation boundary . From this figure it can be seen that while the first - order relative errors are all less ...
Figure 8 presents a more detailed plot of the first- and second - order relative errors for the different locations of the radiation boundary . From this figure it can be seen that while the first - order relative errors are all less ...
Page 273
Key Words : Optimal Wave Absorber , Open Boundary Condition , Energy Flux Amplitude Ratio a à ; ( 1 ) INTRODUCTION For the simulation of non - linear free surface flows , it is often necessary to use a finite domain .
Key Words : Optimal Wave Absorber , Open Boundary Condition , Energy Flux Amplitude Ratio a à ; ( 1 ) INTRODUCTION For the simulation of non - linear free surface flows , it is often necessary to use a finite domain .
Page 274
ml Junuh fon n The general solution for the velocity potential in the frequency domain may be given as : 0 = Re ( Ao Vopino ketiwl + A ' Woe tho se iue + An vieta serie ] re + o iko iwt E ( 5a ) n = 1 OPEN BOUNDARY INNER DOMAIN ...
ml Junuh fon n The general solution for the velocity potential in the frequency domain may be given as : 0 = Re ( Ao Vopino ketiwl + A ' Woe tho se iue + An vieta serie ] re + o iko iwt E ( 5a ) n = 1 OPEN BOUNDARY INNER DOMAIN ...
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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 | |
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amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding costs crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid force frequency function given height important increase initial inspection installation integration interaction joints length lift lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table variables velocity wave wind