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

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Page 159

The Quickwave

The Quickwave

**calculated**a base overturning moment that was about 3 % less than the full - analysis method . overprediction of base shear is small ( well within 10 % ) . The ability to mimic quite differently shaped design shear moments ...Page 268

The expansion has an error term of O ( 10-1S ) which is small enough when used in double - precision

The expansion has an error term of O ( 10-1S ) which is small enough when used in double - precision

**calculations**as ... Once + ( p ) , DEL , UL , is**calculated**by solving the system of equations generated by Eqs . ( 16 ) and ( 17 ) ...Page 249

With the new crack dimensions 21 + 1 and C1 + 1 the next step can be

With the new crack dimensions 21 + 1 and C1 + 1 the next step can be

**calculated**, starting with point 1 above . The**calculation**has to be continued until the final crack depth ac or the required number of cycles N. The numerical ...### 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 | |

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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