## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 411

The output functions of the 2 - element array including steering are

cos ( wt + $ , - 2rrcose , ) ( 10 ) positions for correction phase calculation is

therefore not necessary . The array geometry in Figure 5 has cylindrical symmetry

...

The output functions of the 2 - element array including steering are

**given**by : f =cos ( wt + $ , - 2rrcose , ) ( 10 ) positions for correction phase calculation is

therefore not necessary . The array geometry in Figure 5 has cylindrical symmetry

...

Page 418

For a

group efficiency decreases with increase of L / D ratio . For a

For a

**given**type of clay ( that is ,**given**cu ) , pile configuration and L / D ... For a**given**clay soil ( that is ,**given**c . , ) and the number of piles in the group , thegroup efficiency decreases with increase of L / D ratio . For a

**given**L / D ratio ...Page 536

The hierarchy is preserved in the solution process by employing the notion of

priorities More details on this are

attributes relative importance of the jth attribute Rij the normalized rating of the ith

...

The hierarchy is preserved in the solution process by employing the notion of

priorities More details on this are

**given**later .**Given**M candidate alternativesattributes relative importance of the jth attribute Rij the normalized rating of the ith

...

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### Contents

Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |

RISERSMOORINGSCABLES | 345 |

HYDRODYNAMIC FORCES | 347 |

Copyright | |

13 other sections not shown

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### Common terms and phrases

alternative amplitude analysis applied approach array axial barge bending brace buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damage damping defined deflection determined developed direction displacement distribution drag dynamic effects elements Engineering environmental equation estimated extreme factor fatigue Figure flexible riser flow force frequency function given height important increase indicate installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear normal obtained offshore operation parameters performed period phase pile platform position predicted present problem production relative represent respectively response riser rotating selection shown shows simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth wave wind