Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 109
TIME-DOMAIN SIMULATION OF SECOND-ORDER STOKES WAVES IN A TWO-
DIMENSIONAL WAVE FLUME Shaozhe Zhang and A. Neil Williams Department
of Civil and Environmental Engineering University of Houston Houston, Texas ...
TIME-DOMAIN SIMULATION OF SECOND-ORDER STOKES WAVES IN A TWO-
DIMENSIONAL WAVE FLUME Shaozhe Zhang and A. Neil Williams Department
of Civil and Environmental Engineering University of Houston Houston, Texas ...
Page 316
After a time domain simulation, results are available as time series of
displacements and forces. As each time domain analysis is based on a different
realization of the wave process, the response from each simulation will in turn be
a ...
After a time domain simulation, results are available as time series of
displacements and forces. As each time domain analysis is based on a different
realization of the wave process, the response from each simulation will in turn be
a ...
Page 317
The question is therefore; can a combined use of time and frequency domain
analyses give the same information as the complete time domain simulations, but
with significantly less effort? CHOICE OF RESPONSE FOR STUDY From the ...
The question is therefore; can a combined use of time and frequency domain
analyses give the same information as the complete time domain simulations, but
with significantly less effort? CHOICE OF RESPONSE FOR STUDY From 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