## 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 548

Therefore the goal is to determine the cumulative distribution function ( CDF )

Fxcm ) ( ) of X ( T ) . As discussed by Naess ( 1998 ) , for most processes of

engineering interest it may be

Fx ( r ) ...

Therefore the goal is to determine the cumulative distribution function ( CDF )

Fxcm ) ( ) of X ( T ) . As discussed by Naess ( 1998 ) , for most processes of

engineering interest it may be

**assumed**that the CDF of 8 ( T ) is given as followsFx ( r ) ...

Page 549

In the specific context of this paper , the observations are

from either the random variable X ( T ) or from the transformed variable Y ( T ) .

For the bootstrap estimates , a Gumbel distribution is

that is ...

In the specific context of this paper , the observations are

**assumed**to be drawnfrom either the random variable X ( T ) or from the transformed variable Y ( T ) .

For the bootstrap estimates , a Gumbel distribution is

**assumed**in both cases ,that is ...

Page 840

significant omnidirectional wave height Hj can then be written as follows

for the eight considered extreme significant wave heights is

modeled by a ...

significant omnidirectional wave height Hj can then be written as follows

**assuming**statistical independence between the ... The joint distribution functionfor the eight considered extreme significant wave heights is

**assumed**to bemodeled by a ...

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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