## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 67

APPLICABILITY OF THE SPECTRAL METHOD one waves are 3.2 Cd and Cm

APPLICABILITY OF THE SPECTRAL METHOD one waves are 3.2 Cd and Cm

**Determined**in Time Domain ( 1 ) Regular Waves The measured cd and Cm**determined**by Bq . ( 3 ) are shown in Fig.1 . cd increases at first then decreases with the increasing ...Page 78

The base shear force was

The base shear force was

**determined**using both the present method and the more traditional design approach . SEASTATEK TIME ( hours ) 12 24 36 48 60 72 Illustrative timeseries of significant wave heights during a storm For this purpose ...Page 79

The corresponding distribution function is

The corresponding distribution function is

**determined**as : estimated T - year events . 90 % confidence limits were obtained assuming that the distribution of the T - year events is normal in accordance with previous investigations ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCESI | 1 |

Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |

Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |

Copyright | |

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### Common terms and phrases

acting amplitude analysis angle applied approximately assumed body boundary breaking calculated coefficient columns compared comparison component computed considered corresponding cylinder damping density depend depth derived determined diameter direction distribution domain drag drift force dynamic effects elevation energy Engineering equation estimated evaluated excitation experimental experiments expressed field Figure floating flow fluid free surface frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass mean measured Mechanics method motion obtained Ocean Offshore oscillation panels parameters period phase potential predicted present pressure problem range ratio region regular waves relative Research respectively response second order shear ship shown shows significant simulation solution spectra spectrum structure surface Table theory values velocity vertical wave drift wave forces wave height wind