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 30
The agreement with the the simulation results can be seen to be very good . a HS a 10 Values of the spectral coefficient C , determined from equation ( 12 ) with R set equal to zero , are shown in Figure 2 as a function of the relative ...
The agreement with the the simulation results can be seen to be very good . a HS a 10 Values of the spectral coefficient C , determined from equation ( 12 ) with R set equal to zero , are shown in Figure 2 as a function of the relative ...
Page 49
The interference is referred to the relative displacement between two risers exceeding a given value ( i.e. , the surface - to - surface distance ) . The risers assumed to be " transparent " to each other , i.e. , the interference does ...
The interference is referred to the relative displacement between two risers exceeding a given value ( i.e. , the surface - to - surface distance ) . The risers assumed to be " transparent " to each other , i.e. , the interference does ...
Page 50
The double convolution for the drift a sums By using a similar procedure as described in simulating drift forces we can simulate the drift - induced relative displacement , { " ( t ) . The relative velocity time history is a derivative ...
The double convolution for the drift a sums By using a similar procedure as described in simulating drift forces we can simulate the drift - induced relative displacement , { " ( t ) . The relative velocity time history is a derivative ...
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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