## 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 Actual

used in assessing different load combination rules for two processes is as ...

LOAD COMBINATIONS FOR TWO FREQUENT GAUSSIAN PROCESSES Actual

**Solution**Tangent Rule Secant Rule - - - tutto Load Effect Ratio , r The procedureused in assessing different load combination rules for two processes is as ...

Page 534

Therefore , the

techniques , cannot be the optimum with respect to the real world . However , this

Therefore , the

**solution**to the problem , even if it is obtained using optimizationtechniques , 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**solution**.Page 624

In this work , simple algorithms are introduced to effectively perform the iteration

process included in the incremental

determined by the secant relation are used to correct the response increments ...

In this work , simple algorithms are introduced to effectively perform the iteration

process included in the incremental

**solution**procedures . Relaxation parametersdetermined by the secant relation are used to correct the response increments ...

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### Contents

Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |

RISERSMOORINGSCABLES | 345 |

HYDRODYNAMIC FORCES | 347 |

Copyright | |

13 other sections not shown

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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 curvature curve damage 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 indicate installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear normal obtained offshore operation parameters performed period phase pile platform position predicted present problem production relative represent respectively response riser rotating selection shown shows simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth wave wind