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

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Page 68

Then the particular solution of pis around cylinder i , which satisfies the inhomogeneous free surface condition , can be

Then the particular solution of pis around cylinder i , which satisfies the inhomogeneous free surface condition , can be

**obtained**by the following integral over the free surface i . e . pisahan pilr , o'lg ( ri 0 ; : r ' , \ r'de'dr by ...Page 472

From Eq . ( 5 ) for i = 1 to 12 ( space frame ) the stiffness matrix of a partly connected member is

From Eq . ( 5 ) for i = 1 to 12 ( space frame ) the stiffness matrix of a partly connected member is

**obtained**to be , ( k ' ] = [ k ] ( T ) .... ...... ( 7 ) By using the same analogy the consistent load vector of a partly connected ...Page 374

The following conclusions are

The following conclusions are

**obtained**: - The reliability index is almost independent of the COV [ SC ] , for COV [ SC ) less than approximately 0.15 . This means that a deterministic description of the structural resistance ( i.e the ...### 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 | |

17 other sections not shown

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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 Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind