## 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 395

Statistical analysis of response The statistics of the time history of the measured

Statistical analysis of response The statistics of the time history of the measured

**bending**moments and the corresponding simulations are compared in Figures 16 and 17 . These figures show the parent distributions and the maxima ...Page 468

with calculated ones is shown in Fig.11 for the case in - plane

with calculated ones is shown in Fig.11 for the case in - plane

**bending**load . This is a distribution of En on outer surface along the axial line going through the crown point . Strains of specimen - G are gererally small because it is ...Page 480

It is observed that the

It is observed that the

**bending**moment diagram shape remains more or less same while the magnitude differs . 3,5 Effect of Wave alone case the centre of buoyancy is reduced . Thus it can be said that the structure becomes soft ( less ...### 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