## 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 354

However , a Finite Difference method ( direct space and time discretization of the governing

However , a Finite Difference method ( direct space and time discretization of the governing

**equations**) is also proposed ( 5 ) . Now within the same framework of the Finite Element method , different schemes are used in order to cope ...Page 449

ratio of load effects (

ratio of load effects (

**Equation**( 7 ) ) . : time . : wind speed . : load or load effect . : normalized combined specified load . : total load or load effect . X Xc * t in case For instance , the of two environmental processes 449.Page 596

The proposed procedure solves the governing

The proposed procedure solves the governing

**equation**using a time - marching technique which includes the hydrodynamic force acting on the struck ship . The structural analysis incorporated predicted the behaviour of a beam and a ...### 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