## 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

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Page 156

The total

number of conductors and so on . As the design progresses , it could also be the

most recent , applicable

approach ...

The total

**applied**load is derived from previous experience for like towers ,number of conductors and so on . As the design progresses , it could also be the

most recent , applicable

**applied**load derived during the " Designer Wave "approach ...

Page 346

( 1 ) , but with different formulae

the interaction term k , and the capacity model uncertainty factors PC1 , ? c2 ,

PC30 OSCS Bay Failure . A criterion referred to as the RCC ( Rule Case

Committee ) ...

( 1 ) , but with different formulae

**applied**to compute the capacity terms C , C2 ,the interaction term k , and the capacity model uncertainty factors PC1 , ? c2 ,

PC30 OSCS Bay Failure . A criterion referred to as the RCC ( Rule Case

Committee ) ...

Page 347

Two model uncertainties were

Table 1 , one uncertainty for the mean effects , and another for the low -

frequency effects . The effects of lowfrequency yaw motion of the platform were

neglected in ...

Two model uncertainties were

**applied**to these load - effects , as specified inTable 1 , one uncertainty for the mean effects , and another for the low -

frequency effects . The effects of lowfrequency yaw motion of the platform were

neglected in ...

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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 | |

25 other sections not shown

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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