## 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 452

LOAD COMBINATIONS FOR TWO FREQUENT GAUSSIAN PROCESSES 2 Actual

LOAD COMBINATIONS FOR TWO FREQUENT GAUSSIAN PROCESSES 2 Actual

**Solution**Tangent Rule Secant Rule as 2 .6 1.0 Load Effect Ratio , r X Fig . 1 The procedure used in assessing different load combination rules for two processes is follows ...Page 534

Therefore , the

Therefore , the

**solution**to the problem , even if it is obtained using optimization techniques , cannot be the optimum with respect to the real world . However , this**solution**can be used to support a designer's quest for a superior ...Page 624

In this work , simple algorithms are introduced to effectively perform the iteration process included in the incremental

In this work , simple algorithms are introduced to effectively perform the iteration process included in the incremental

**solution**procedures . Relaxation parameters determined by the secant relation are used to correct the response ...### 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