## 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 349

After that , the corresponding rotations can be

After that , the corresponding rotations can be

**determined**. Upon**determining**both the translational and the rotational displacements , the deflection x * ( z ) within the ich element can be expressed in terms of the nodal displacements ...Page 387

The program is based on

The program is based on

**determining**the maxima and minima of the motion time trace , with subsequent**determination**of the logarithmic decrement for oach half cycle . The corresponding total damping coofficient Ptot can by the principle ...Page 451

But in order to calculate x the extreme value distribution of the annual largest load effect max x * t needs to be

But in order to calculate x the extreme value distribution of the annual largest load effect max x * t needs to be

**determined**: Xst annum . Pr ( max Xt 2 x ) = a st ( 5 ) In general , the largest annual value of x Xt is not equal to 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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### Common terms and phrases

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