## 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 68

Then the particular solution of řis around cylinder i , which satisfies the

inhomogeneous free surface condition , can be

over the free surface i . e . bisa La Iri ( r , o ) g ( ri . Di , 2 ; r ; o ' \ r ' de dr = ir ļ

einem fri ...

Then the particular solution of řis around cylinder i , which satisfies the

inhomogeneous free surface condition , can be

**obtained**by the following integralover the free surface i . e . bisa La Iri ( r , o ) g ( ri . Di , 2 ; r ; o ' \ r ' de dr = ir ļ

einem fri ...

Page 472

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

connected member is

the consistent load vector of a partly connected member can be

] = [ T ] ...

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 ] By using the same analogythe consistent load vector of a partly connected member can be

**obtained**as , { p '] = [ T ] ...

Page 317

The distribution of crack sizes after any number of cycles N , fla , N ) can be

sizes , fla ; , 0 ) , using the rules of transformation of probability spaces to

Ida ; fax ...

The distribution of crack sizes after any number of cycles N , fla , N ) can be

**obtained**by using equation ( 4 ) to operate on the initial distribution of defectsizes , fla ; , 0 ) , using the rules of transformation of probability spaces to

**obtain**:Ida ; fax ...

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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