## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 350

Furthermore , the number of iterations required does not depend on the number of elements used nor on the contribution of the bending rigidity and of the

Furthermore , the number of iterations required does not depend on the number of elements used nor on the contribution of the bending rigidity and of the

**tension**force to the combined stiffness of the riser system .Page 61

1 < 1 1-6 992 ( 40 ) 2 OEP where Ox = axial stress in the tether ( positive as

1 < 1 1-6 992 ( 40 ) 2 OEP where Ox = axial stress in the tether ( positive as

**tension**) . 00 hoop stress ( positive as compression ) . Oy = yield strength 0E0 = elastic buckling hoop stress = E ECTS E = Young's modulus D = Diameter of ...Page 61

1 < 1 ( 40 ) 2 Oy هر ) -1 DER where Ox = axial stress in the tether ( positive as

1 < 1 ( 40 ) 2 Oy هر ) -1 DER where Ox = axial stress in the tether ( positive as

**tension**) . 0g = hoop stress ( positive as compression ) . oy = yield strength 0 Ep = elastic buckling hoop stress = E ( E = Young's modulus D Diameter of ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

K S Varyani | 79 |

Copyright | |

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### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind