Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 138
synthetic wave trace can be compared to the “groupiness” of the actual wave
trace of Fig. 2 (b). Wave kinematics, forces, and structural response were also
calculated for the actual phases (Conte, 1993), i.e., reconstructing the recorded
wave ...
synthetic wave trace can be compared to the “groupiness” of the actual wave
trace of Fig. 2 (b). Wave kinematics, forces, and structural response were also
calculated for the actual phases (Conte, 1993), i.e., reconstructing the recorded
wave ...
Page 160
The resulting wall thicknesses are compared in Figs. 8(a) and (b). Figure 8(a)
compares the leg wall thicknesses calculated with the Quickwave approach
compared with the rigorous methods. The location of the corner leg is shown at
right, ...
The resulting wall thicknesses are compared in Figs. 8(a) and (b). Figure 8(a)
compares the leg wall thicknesses calculated with the Quickwave approach
compared with the rigorous methods. The location of the corner leg is shown at
right, ...
Page 317
Spectra and relative phases angles of the bending moment at -5 m and -125 m
from a single time domain simulation and from the frequency domain analysis are
compared in Fig. 3. The two spectra at -125 m are almost identical, while the ...
Spectra and relative phases angles of the bending moment at -5 m and -125 m
from a single time domain simulation and from the frequency domain analysis are
compared in Fig. 3. The two spectra at -125 m are almost identical, while the ...
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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 assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind