## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |

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Page 143

ON CUBIC

outlined in the following . The starting point is the

alternatively called interpolation functions , ) ; ( x ) . For the bending free 4 node ...

ON CUBIC

**ELEMENT**MATRICES The derivation of the cubic**elements**will beoutlined in the following . The starting point is the

**element**shape functions , (alternatively called interpolation functions , ) ; ( x ) . For the bending free 4 node ...

Page 145

Var ' and ' con ' in the table means linear varying or constant axial tension in each

bending stiffness has been neglected . The result for the asymptotic solution that

...

Var ' and ' con ' in the table means linear varying or constant axial tension in each

**element**respectively . All cases except the last one represent cases in whichbending stiffness has been neglected . The result for the asymptotic solution that

...

Page 209

nodes of two given

an additional test that is required to obtain the correct

performed after the calculation of the coordinates of the candidate intersection

point ...

nodes of two given

**elements**. This situation is illustrated in Fig . 4 , that presentsan additional test that is required to obtain the correct

**element**. This test isperformed after the calculation of the coordinates of the candidate intersection

point ...

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### Contents

OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |

Evaluation of Low Frequency Motions of a Turret Moored FPSO System and Their Influence | 9 |

OMAE2000OSU OFT3005 | 17 |

Copyright | |

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### Common terms and phrases

amplitude analysis applied approach ASME assessment assumed bending calculated coefficient compared comparison components computed considered Copyright corresponding cylinder damage damping defined dependent depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated example extreme factor failure fatigue Figure floating fluid forces frequency function given heave horizontal important included increase initial International joint length limit linear load mass maximum mean measured method mode mooring motion nonlinear observed obtained Offshore operations parameters peak performed period pipeline plates platform position predicted present pressure probability problem procedure range ratio reference relative reliability represent respectively response riser risk safety ship shown shows significant simulation soil spectrum standard stiffness strength stress structure surface Table tension tests values variables vertical vessel wave height wind