## 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 540

The wave buoy measurements for Haltenbanken were collected in the period

1980 - 1985 . SIN , KAYL HEIGHT TAYT VIKO 49 R L 1 . 0 1 2m 220 > DOG

LOVAR Figure 2 : Logarithmic contour plot for frequency of

height and ...

The wave buoy measurements for Haltenbanken were collected in the period

1980 - 1985 . SIN , KAYL HEIGHT TAYT VIKO 49 R L 1 . 0 1 2m 220 > DOG

LOVAR Figure 2 : Logarithmic contour plot for frequency of

**significant**waveheight and ...

Page 542

167 -

models for wind sea and swell , 100 - year contour plots for both Vøring and

Haltenbanken are calculated , see Figures 7 - 8 . The conditional period

distribution is ...

167 -

**Significant**Wave Holght [ m ] - - - 5 10 25 From the joint environmentalmodels for wind sea and swell , 100 - year contour plots for both Vøring and

Haltenbanken are calculated , see Figures 7 - 8 . The conditional period

distribution is ...

Page 840

assuming statistical independence between the storms : ( h - y Fr , 09 21 - eral (

61 ) ) Fy : ( h ) = l - exp - where the parameters y , a ; , B and a ; are associated the

j th ...

**significant**omnidirectional wave height Hj can then be written as followsassuming statistical independence between the storms : ( h - y Fr , 09 21 - eral (

61 ) ) Fy : ( h ) = l - exp - where the parameters y , a ; , B and a ; are associated the

j th ...

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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 |

A Design Evaluation Method to Assess the Strength and Fatigue Characteristics of FPSOS | 17 |

Copyright | |

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### Common terms and phrases

amplitude analysis angle applied approach ASME assumed average beam bending breaking calculated coefficient compared comparison components computed Conference considered Copyright corresponding cylinder damage damping deck depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated extreme fatigue Figure floating fluid forces frequency function geometry given heave horizontal included increase initial International joint length linear load mass maximum mean measured method mode mooring motion nonlinear normal observed obtained Offshore parameters peak performed period plates platform position prediction present pressure problem Proceedings range ratio reference relative represent respectively response riser rope scale shape ship shown shows significant simulation soil solution Spar spectrum stiffener stiffness strength stress structure surface surge Table Technology tension tests values variation vertical vessel wave height wind