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 77
Page 14
Table 3 shows that the pitch response of the bottommooring is much higher than
that of the bridle - mooring , while the transfer functions vary only moderately with
wave frequency ( i . e . , sea state ) . To test if the transfer functions are constant ...
Table 3 shows that the pitch response of the bottommooring is much higher than
that of the bridle - mooring , while the transfer functions vary only moderately with
wave frequency ( i . e . , sea state ) . To test if the transfer functions are constant ...
Page 349
Thus the spectra show the pitch response as broad - band noise which would
seem to indicate that the discus buoy ' s pitch ... Figure 12a shows the cable
tension autospectrum at the buoy tether point , while Figure 13a presents the
tension ...
Thus the spectra show the pitch response as broad - band noise which would
seem to indicate that the discus buoy ' s pitch ... Figure 12a shows the cable
tension autospectrum at the buoy tether point , while Figure 13a presents the
tension ...
Page 80
For a single variable 6 , SR = V1 - R2 in which R is the correlation coefficient
between 0 and Y . More generally R is a multiple correlation coefficient . Figure 3
shows the sigma reduction ratio , SR , found from linear regression on various
wave ...
For a single variable 6 , SR = V1 - R2 in which R is the correlation coefficient
between 0 and Y . More generally R is a multiple correlation coefficient . Figure 3
shows the sigma reduction ratio , SR , found from linear regression on various
wave ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
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 | |
9 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost 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 frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal 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 tower variables velocity wave wind