## 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

The starting point is the element

interpolation functions , ) ; ( x ) . For the bending free 4 node element the nodes

are at x = 0 , 1 / 3 , 2 / 3 and 1 , respectively , and the

Meirovich ...

The starting point is the element

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

are at x = 0 , 1 / 3 , 2 / 3 and 1 , respectively , and the

**shape**functions becomeMeirovich ...

Page 281

The VIV results were obtained using mode

a Finite Element program . The Finite ... calculate the mode

using the SCR static configuration at the floater mean position . In addition to the

...

The VIV results were obtained using mode

**shapes**and curvatures generated bya Finite Element program . The Finite ... calculate the mode

**shape**curvaturesusing the SCR static configuration at the floater mean position . In addition to the

...

Page 284

Since Shear 7 Program assumes the riser as straight line , the normal value of

the mode

calculated using the in - plane components of the mode

that node .

Since Shear 7 Program assumes the riser as straight line , the normal value of

the mode

**shape**to the tangent of the static configuration at each node iscalculated using the in - plane components of the mode

**shape**displacements atthat node .

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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 | |

86 other sections not shown

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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