## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 167

reduced yield stress can be written as 1.2 parabolic exponential • analysis Oyi = moy ( V. - e ) Oy ( 15 ) 0.8 normalized arial force 0.6 = = m 0.4 C22J1 Dit = 42 4 = 1/4000 0.2 + with residual str . zero

reduced yield stress can be written as 1.2 parabolic exponential • analysis Oyi = moy ( V. - e ) Oy ( 15 ) 0.8 normalized arial force 0.6 = = m 0.4 C22J1 Dit = 42 4 = 1/4000 0.2 + with residual str . zero

**pressure**where a indicates the ...Page 168

ultimate

ultimate

**pressure**0.8 0.6 normalized**pressure**0.4 Tube C22J1_50 D / t = 42 e = 0.01 A = 1 / 4000 with residual str . zero**pressure**• analysis API interaction modif . yield stress ) modif . lang . modulus ( S , ) 0.2 0.8 analysis ...Page 169

In addition , the value of the interaction curve on the horizontal axis Mni ( i.e. , the ultimate moment under

In addition , the value of the interaction curve on the horizontal axis Mni ( i.e. , the ultimate moment under

**pressure**) can be calculated through Equation 10. Consequently , the beam - column Equation 23 may be rewritten as 0.8 ...### 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 | |

17 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind