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

### From inside the book

Results 1-3 of 54

Page 145

( 24 ) P2 = - 2 * vž + V + V kol Vy is the coefficient of variation of the random

distributed X ,

as a of tethee ...

( 24 ) P2 = - 2 * vž + V + V kol Vy is the coefficient of variation of the random

**variable**X . The derivation of these expressions is based on identicallydistributed X ,

**variables**and identically distributed X ,**variables**. the continuouedas a of tethee ...

Page 313

It includes , for a given design risk level , four partial factors and the nominal

values of the basic

pressure testing ) and two failure modes ( ductile and brittle ) . For simplification ,

we ...

It includes , for a given design risk level , four partial factors and the nominal

values of the basic

**variables**. There are two load combinations ( kick loading andpressure testing ) and two failure modes ( ductile and brittle ) . For simplification ,

we ...

Page 348

The out - crossing rate was computed conditional on the time - independent

random

Order Reliability Method ( FORM , cf . Madsen et al . 1986 ) implemented in the ...

The out - crossing rate was computed conditional on the time - independent

random

**variables**R , for the buckling limit states described above , using a FirstOrder Reliability Method ( FORM , cf . Madsen et al . 1986 ) implemented in the ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### 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 | |

9 other sections not shown

### Other editions - View all

### 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 tower variables velocity wave wind