Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 136
An example of estimated wave forces in the manner described above is shown in Figure 15. The estimated wave forces without a circulation shown in Figure 16 are in over - estimated at the moment of large wave amplitude .
An example of estimated wave forces in the manner described above is shown in Figure 15. The estimated wave forces without a circulation shown in Figure 16 are in over - estimated at the moment of large wave amplitude .
Page 137
The estimated wave forces using the Kc number at a half wave cycle before are in fairly good agreement with the measured one in comparison with the estimated ones shown in Figure 15. These results suggest that a separated vortex grown ...
The estimated wave forces using the Kc number at a half wave cycle before are in fairly good agreement with the measured one in comparison with the estimated ones shown in Figure 15. These results suggest that a separated vortex grown ...
Page 168
The set { ân , ... , âng , bo , ... , İng } contains the parameters of the process , estimated by the RLS algorithm at time ndt . ġr ( n + p ) , the Pstep - ahead predicted vessel response to the random sea waves , is generated by a ...
The set { ân , ... , âng , bo , ... , İng } contains the parameters of the process , estimated by the RLS algorithm at time ndt . ġr ( n + p ) , the Pstep - ahead predicted vessel response to the random sea waves , is generated by a ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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Common terms and phrases
acting added amplitude analysis applied array body boundary calculated circular coefficient compared comparison component computed considered constant crest cylinder damping defined depends depth determined direction distribution domain drag drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular KC number length lift lift force linear load mass maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters peak period pile plate potential predicted presented pressure problem radiation random range ratio regular waves relative respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge Table technique term theory tion velocity vertical vessel vortex wave force wave height