## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 274

The unit distance between the vortices and a value of Ti = 21 give an

vortex velocity , in accordance with our nondimensionlization approach ,

discussed in connection with Eq . ( 1 ) . The total vorticity w is given by 1 + 1 om +

knat ...

The unit distance between the vortices and a value of Ti = 21 give an

**initial**unitvortex velocity , in accordance with our nondimensionlization approach ,

discussed in connection with Eq . ( 1 ) . The total vorticity w is given by 1 + 1 om +

knat ...

Page 254

The updated stress bias was shown to depend on the assumed

stress bias , in addition other statistics and the deterministic life estimates .

However , it appears reasonable the

upper ...

The updated stress bias was shown to depend on the assumed

**initial**value ofstress bias , in addition other statistics and the deterministic life estimates .

However , it appears reasonable the

**initial**inspection Sample size based on anupper ...

Page 312

This cost model also includes the cost components incurred in the whole project

life , i.e.

failure consequential cost . Expected

This cost model also includes the cost components incurred in the whole project

life , i.e.

**initial**cost , operation cost , maintenance cost , decommission cost andfailure consequential cost . Expected

**initial**cost and operation cost account for ...### What people are saying - Write a review

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### Contents

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind