## 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 128

The coupled analysis of the example TLP leads to the following results : ( i ) The

nonlinear effects of tether curvature , mass and varying tension analyzed by the

coupled platformtether

...

The coupled analysis of the example TLP leads to the following results : ( i ) The

nonlinear effects of tether curvature , mass and varying tension analyzed by the

coupled platformtether

**method**are important and these nonlinear effects become...

Page 456

Results from DYNA3D compared to the various hand calculation

results from the tension and compression theory ( in the table as E and E ) and E ,

of shell ...

Results from DYNA3D compared to the various hand calculation

**methods**,**method**1 ( E ) ,**method**2 ( E2 ) ,**method**3 ( E ) and**method**4 ( E . ) and theresults from the tension and compression theory ( in the table as E and E ) and E ,

of shell ...

Page 280

This

avoided . None of the aforementioned

induced by the structureenvironment interaction , however . Employing these

This

**method**is appealing since computation of higher order functionals isavoided . None of the aforementioned

**methods**addresses the nonlinearityinduced by the structureenvironment interaction , however . Employing these

**methods**in the ...### What people are saying - Write a review

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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