## 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 177

3 meters ) apart , as

Fourier Transform ( FFT ) interpolation routine , strains for the riser joints that are

not instrumented are interpolated , thus giving usable data for all deployed riser ...

3 meters ) apart , as

**shown**in Fig . 9 , have been instrumented . Through a FastFourier Transform ( FFT ) interpolation routine , strains for the riser joints that are

not instrumented are interpolated , thus giving usable data for all deployed riser ...

Page 199

It is

quadratic model for all amplitudes ( as required by the viscous quadratic model )

seems to be non - physical . An improvement of this situation has been achieved

in a ...

It is

**shown**in the present work that this is happening because a linear plusquadratic model for all amplitudes ( as required by the viscous quadratic model )

seems to be non - physical . An improvement of this situation has been achieved

in a ...

Page 464

A Stokes 5th order wave surface is

New Wave surface based on a non - Gaussian seastate . Figure 3 . A Stokes 5th

order wave surface . Due to the scaling procedure of the NewWave the horizontal

...

A Stokes 5th order wave surface is

**shown**in Figure 3 . IIIIIIIIIIIII Figure 5 . A 2DNew Wave surface based on a non - Gaussian seastate . Figure 3 . A Stokes 5th

order wave surface . Due to the scaling procedure of the NewWave the horizontal

...

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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