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 201
We may say that the wave drift damping may be approximated as constant in time domain simulations . SO where dw ( w ) is transfer function of the wave drift damping measured in regular waves . The procedures used in the simulations are ...
We may say that the wave drift damping may be approximated as constant in time domain simulations . SO where dw ( w ) is transfer function of the wave drift damping measured in regular waves . The procedures used in the simulations are ...
Page 202
4Nmo ( m ) surging cal . not constant nul const . Hsu Co Dw W 2 ( rad / sec ) ( rad / sec ) ANIO ( m ) Newman 5 7.0 7.0 5.5 5.5 8.0 7.0 7.0 6.9 6. 9 7.88 7.88 6. 38 6. 38 8. 88 7. 79 7.79 7.97 7.97 0.045 0.054 0.060 0.075 0.032 0.044 ...
4Nmo ( m ) surging cal . not constant nul const . Hsu Co Dw W 2 ( rad / sec ) ( rad / sec ) ANIO ( m ) Newman 5 7.0 7.0 5.5 5.5 8.0 7.0 7.0 6.9 6. 9 7.88 7.88 6. 38 6. 38 8. 88 7. 79 7.79 7.97 7.97 0.045 0.054 0.060 0.075 0.032 0.044 ...
Page 291
The authors carried out the calculation of hydrodynamic forces and motions with a constant forward speed using the three - dimensional source distribution method by the linear potential theory and compared with the experimental results ...
The authors carried out the calculation of hydrodynamic forces and motions with a constant forward speed using the three - dimensional source distribution method by the linear potential theory and compared with the experimental results ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
20 other sections not shown
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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