## 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 315

USE OF FREQUENCY DOMAIN RESULTS IN

ESTIMATION OF A TENSIONED RISER Elizabeth Passano SINTEF Structures

and Concrete Trondheim , Norway Carl M . Larsen Department of Marine

Structures The ...

USE OF FREQUENCY DOMAIN RESULTS IN

**EXTREME**RESPONSEESTIMATION OF A TENSIONED RISER Elizabeth Passano SINTEF Structures

and Concrete Trondheim , Norway Carl M . Larsen Department of Marine

Structures The ...

Page 119

The study indicated the following conclusions : Study on soil - structure

interaction factor As discussed in earlier , the foundation integrity can be checked

by a simplified procedure using the

combination ...

The study indicated the following conclusions : Study on soil - structure

interaction factor As discussed in earlier , the foundation integrity can be checked

by a simplified procedure using the

**extreme**horizontal and vertical force incombination ...

Page 130

0 Force Lvoor uzed out todel nonlinear foundation behaviour on the

response of a gravity platform and a jack - up were considered . The following

conclusions may be drawn from this study : The two linearization methods give

close ...

0 Force Lvoor uzed out todel nonlinear foundation behaviour on the

**extreme**response of a gravity platform and a jack - up were considered . The following

conclusions may be drawn from this study : The two linearization methods give

close ...

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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