## 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 562

Prob . density functions for TLP

Data from numerical simulations . . . Corresponding normal distrbution is that time

simulation results are more " correct " for large amplitude motions were the non ...

Prob . density functions for TLP

**mean**surge vahve from individual realizations -Data from numerical simulations . . . Corresponding normal distrbution is that time

simulation results are more " correct " for large amplitude motions were the non ...

Page 689

The problem of excessive computer run - time mand can , however , be avoided

by expressing the sum of the e terms Eq . ( 2 ) in terms of their

3 . 55JH , with H , denoting the significant waveheight in metres . The water depth

...

The problem of excessive computer run - time mand can , however , be avoided

by expressing the sum of the e terms Eq . ( 2 ) in terms of their

**mean**, that is T , =3 . 55JH , with H , denoting the significant waveheight in metres . The water depth

...

Page 857

This suggests that averaging the values from the ten staffs will provide a robust

estimate of the

approximately 1 . 6 seconds ( range = 1 . 55 to 1 . 58 . ) The first 50 seconds of

each ...

This suggests that averaging the values from the ten staffs will provide a robust

estimate of the

**mean**value . The peak period of each of the experiments isapproximately 1 . 6 seconds ( range = 1 . 55 to 1 . 58 . ) The first 50 seconds of

each ...

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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 | |

68 other sections not shown

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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