## 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 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 ...Page 598

+ { { } ( suẾ xx + 25x9Ēxy + SyĒ „ ) dv + ( - ) + ( 0 - peso + valov ( in en ( 10 ) mo a2w W a2 + dl Using the strain expression in equation ( 4 ) and traction term in equation ( 6 ) , the

+ { { } ( suẾ xx + 25x9Ēxy + SyĒ „ ) dv + ( - ) + ( 0 - peso + valov ( in en ( 10 ) mo a2w W a2 + dl Using the strain expression in equation ( 4 ) and traction term in equation ( 6 ) , the

**functional**I in equation ( 3 ) , for the ...### 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 | |

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alternative amplitude analysis applied approach array axial barge bending brace buoyancy cable calculated coefficient combination compared configuration considered corresponding curve 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 installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear obtained offshore operation parameters performed period phase pile platform position predicted present problem production ratio relative represents respectively response riser rotating selection shown shows significant simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth wave wind