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

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Page 167

Mzero

Buckling curve for tube C22J1; comparison with design equations. where A is the

normalized slenderness ratio defined as follows: KL /øy A = #W # On the other ...

Mzero

**pressure**0 i. i o 0.3 0.6 0.9 1.2 1.5 normalized slenderness ratio Figure 7:Buckling curve for tube C22J1; comparison with design equations. where A is the

normalized slenderness ratio defined as follows: KL /øy A = #W # On the other ...

Page 168

modif. tang. modulus (J, ) 0 I I I * o 0.2 0.4 0.6 0.8 I normalized axial force Figure 8

: Effects of

Column Behavior and Design Having examined the effects of hydrostatic ...

modif. tang. modulus (J, ) 0 I I I * o 0.2 0.4 0.6 0.8 I normalized axial force Figure 8

: Effects of

**pressure**on axial capacity for stiffened tube C22J1 (KL/r = 50). Beam-Column Behavior and Design Having examined the effects of hydrostatic ...

Page 169

In addition, the value of the interaction curve on the horizontal axis M.nl (i.e., the

ultimate moment under

Consequently, the beam-column Equation 23 may be rewritten as + Perl M * (

IETEM.

In addition, the value of the interaction curve on the horizontal axis M.nl (i.e., the

ultimate moment under

**pressure**) can be calculated through Equation 10.Consequently, the beam-column Equation 23 may be rewritten as + Perl M * (

IETEM.

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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 | |

15 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation 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 method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind