## 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 409

Several models were

set - back pipes and the derrick structure for a defined deck acceleration

spectrum . Some of these models also have included the effect of flexibility of the

set ...

Several models were

**considered**to investigate the interaction effect between theset - back pipes and the derrick structure for a defined deck acceleration

spectrum . Some of these models also have included the effect of flexibility of the

set ...

Page 410

The loading combinations

wind and seismic . Under seismic load ... However full setback load ( 600 kips )

and traveling block weight ( 75 kips ) were

...

The loading combinations

**considered**in the design of the rig were operational ,wind and seismic . Under seismic load ... However full setback load ( 600 kips )

and traveling block weight ( 75 kips ) were

**considered**. A 30 knots wind was also...

Page 4

This approach has a distinct advantage over the structural failure probability in

that consequences also are

accidents in the temporary phases are somewhat special . The consequences

will ...

This approach has a distinct advantage over the structural failure probability in

that consequences also are

**considered**. The considerations of effects ofaccidents in the temporary phases are somewhat special . The consequences

will ...

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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 | |

9 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 tower variables velocity wave wind