## 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 93

Page 164

1 . . . . . . . . . go normalized

SwRI tests pure

3 spacing parameter ( L ID ) 0 . 5 1 1 . 5 2 2 . 5 buckling

1 . . . . . . . . . go normalized

**pressure**normalized**pressure**Offshore Tubes CBI &SwRI tests pure

**pressure**API formula experiments analysis o 10 12 8 parameter3 spacing parameter ( L ID ) 0 . 5 1 1 . 5 2 2 . 5 buckling

**pressure**para meter ( o .Page 167

Using Bleich ' s parabola ( Equation 11 ) , the ratio of the thrust capacity under

/ ? n - Pore " ( 1 - 0 . 2517 ) ( 16 ) On the other hand , the exponential curve ...

Using Bleich ' s parabola ( Equation 11 ) , the ratio of the thrust capacity under

**pressure**over the zero**pressure**thrust capacity can be expressed as ( 1 - 0 . 25m/ ? n - Pore " ( 1 - 0 . 2517 ) ( 16 ) On the other hand , the exponential curve ...

Page 168

01 with residual str . kero

ENVIRONMENTS G . H. 1 + ultimate

C22JI _ 50 D / t = 42 e = 0 . 01 s = 1 / 4000 with residual str . zero

analysis .

01 with residual str . kero

**pressure**A COMPLIANT TOWER DESIGN FOR MILDENVIRONMENTS G . H. 1 + ultimate

**pressure**. . . normalized**pressure**TubeC22JI _ 50 D / t = 42 e = 0 . 01 s = 1 / 4000 with residual str . zero

**pressure**•analysis .

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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