## 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 349

The nodal translation , can be

The nodal translation , can be

**obtained**by using equation ( 19 ) . After that , the corresponding rotations can be determined . Upon determining both the translational and the rotational displacements , the deflection x * ( z ) within ...Page 403

Elementary beam theory with sma 11 displacement is used to

Elementary beam theory with sma 11 displacement is used to

**obtain**the stiffness matrix of the beam element ( Maeda and ... The global riser matrix of coefficients are**obtained**from each element matrix to compose the equation ( 2 ) .Page 609

( a ) Elastic Displacement , ve Geometric Data L The elastic component of axial displacement is

( a ) Elastic Displacement , ve Geometric Data L The elastic component of axial displacement is

**obtained**from the usual linear stress - strain law and is given by : а nun t 1.435 24.15 5.00 0.01 0.00 mum 6 / L PL EA 6 ° / L where A is ...### 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