## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 117

INTERACTION OF A STEADY APPROACH FLOW AND A CIRCULAR

CYLINDER UNDERGOING FORCED

Charles Dalton Department of Mechanical Engineering University of Houston

Houston , Texas ...

INTERACTION OF A STEADY APPROACH FLOW AND A CIRCULAR

CYLINDER UNDERGOING FORCED

**OSCILLATION**Jianfeng Zhang andCharles Dalton Department of Mechanical Engineering University of Houston

Houston , Texas ...

Page 120

The results for the forced

and 855 . At Re = 200 , the shedding frequency ( fso ) is 0 . 098 and at Re = 855 ,

the shedding frequency is 0 . 119 . These values correspond to Strouhal ...

The results for the forced

**oscillation**calculations are at Reynolds numbers of 200and 855 . At Re = 200 , the shedding frequency ( fso ) is 0 . 098 and at Re = 855 ,

the shedding frequency is 0 . 119 . These values correspond to Strouhal ...

Page 248

Hartlen , R . T . , Currie , I . G . , 1970 , " Lift

Vibration , " Proceedings ASCE , Journal of the Engineering Mechanics Division ,

Vol . 96 , pp . 577 - 591 . Iwan , W . D . , 1975 , " The Vortex Induced

Hartlen , R . T . , Currie , I . G . , 1970 , " Lift

**Oscillation**Model for Vortex - InducedVibration , " Proceedings ASCE , Journal of the Engineering Mechanics Division ,

Vol . 96 , pp . 577 - 591 . Iwan , W . D . , 1975 , " The Vortex Induced

**Oscillation**...### 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 assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table variables velocity wave wind