## 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 367

In order to overcome this problem one can try to fit an analytical

In order to overcome this problem one can try to fit an analytical

**function**to the largest extremes for example the 10 % largest - and use this " tail**function**" as a distribution for extreme estimation . This can be done even if the ...Page 435

The gradient of the objective

The gradient of the objective

**function**is the direction of the most rapid change of the**function**. The objective**function**to be minimized is the weight of the jacket which is a**function**of the group area variables .Page 535

In the compromise DSP the goodness is modeled by system goals ( that are a

In the compromise DSP the goodness is modeled by system goals ( that are a

**function**of both the system and the deviation variables ) and a measure of the goodness is provided by the deviation**function**. The deviation**function**is always ...### What people are saying - Write a review

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### Contents

COMPLIANT STRUCTURES | 313 |

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

RISERSMOORINGSCABLES | 345 |

Copyright | |

21 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach array axial barge beam bending buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damping defined depth determined developed direction displacement distribution drag dynamic effects element Engineering equation estimated extreme factor fatigue Figure flexible riser flow force frequency function geometry given height important increase interaction length linear load marine mass matrix maximum mean measured method mode mooring motion natural Non-dim nonlinear normal obtained offshore operation parameters performed period phase pile platform position Potential predicted present problem production programs ratio REFERENCES relative represents respectively response riser rotating seas selection ship shown shows simulation soil solution static stiffness strain stress structure surface Table tension tests values vector vertical vessel wave wind