## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 63

1994 OMAE – Volume I , Offshore Technology ASME 1994 ABSTRACT To estimate the hydrodynamic forces acting on ocean structures , the problem of

1994 OMAE – Volume I , Offshore Technology ASME 1994 ABSTRACT To estimate the hydrodynamic forces acting on ocean structures , the problem of

**interaction**among an assembly of cylinders fixed in both waves and current is considered .Page 265

**INTERACTION**OF WAVES WITH INTAKE - PIPE FLOW B. Padmanabhan Department of Ocean Engineering University of Hawaii ... China Abstract A linear ray theory is developed to study the**interaction**of water waves with steady intake - pipe flow ...Page 459

The common

The common

**interaction**formula then becomes : t , N M + k Na M. м . s 1.0 ( 36 ) B B Fig . 19. Width ( b ) , height ( h ) and thickness ( t ) of typical stiffeners . where N , and My are the axial and bending capacities .### What people are saying - Write a review

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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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### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding 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 Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind