## 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 386

In order to get the dragon riser section of N elements the coefficient for one single element should be multiplied , first by the number of elements , and then by interaction

In order to get the dragon riser section of N elements the coefficient for one single element should be multiplied , first by the number of elements , and then by interaction

**factor**to correct for the hydrodynamic interaction between ...Page 453

Load Roduction

Load Roduction

**Factor**3.0 Normalized Combined Specified Load H .6 * c Actual Solution CSA 5471 ( 1989 ) Mean Point - In - Time Secant Rule .2 B 1.0 0 3.0 Correlation coefficient , P Load Effect Ratio , r Fig . 3 Fig .Page 494

The load level is given by a load

The load level is given by a load

**factor**mp , defined as : Р. ܨܬ ( 1 ) ९ ० At the time of the submarine incident , the SDS was an operational tool for the Oseberg Engineering department . where P. denotes the actual design ...### 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