## 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 403

Elementary beam theory with small displacement is used to

matrix of the beam element ( Maeda and Morooka ... The global riser matrix of

coefficients are

Elementary beam theory with small displacement is used to

**obtain**the stiffnessmatrix of the beam element ( Maeda and Morooka ... The global riser matrix of

coefficients are

**obtained**from each element matrix to compose the equation ( 2 ) .Page 452

Figure 1 shows the exact solution and two possible bilinear rules : a ) the tangent

rule

b ) the secant rule

Figure 1 shows the exact solution and two possible bilinear rules : a ) the tangent

rule

**obtained**by drawing two tangents to the exact solution at r = 0 and r = 1 , andb ) the secant rule

**obtained**by connecting the solution at r = 0 and r = 1 to the ...Page 609

These are presented below : General data for these examples are given in Table

1 . Geometric Data ( a ) Elastic Displacement , ne The elastic component of axial

displacement is

...

These are presented below : General data for these examples are given in Table

1 . Geometric Data ( a ) Elastic Displacement , ne The elastic component of axial

displacement is

**obtained**from the usual linear stress - strain law and is given by...

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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