## 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 69

The

for test 3410 ...

heave The preliminary design of a TLD fitted onto a 300 000 dwt tanker has been

...

The

**standard**deviations for the three components are shown in Table 5.8 belowfor test 3410 ...

**Standard**deviations ( m ) Relative surge Relative sway Relativeheave The preliminary design of a TLD fitted onto a 300 000 dwt tanker has been

...

Page 168

FIGURE 9 : Probability density functions for the distribution of the

deviation of the TLP slow drift surge motion based on 50 individual realizations .

FIGURE 10 : Probability density functions for the distributio of the

deviation of ...

FIGURE 9 : Probability density functions for the distribution of the

**standard**deviation of the TLP slow drift surge motion based on 50 individual realizations .

FIGURE 10 : Probability density functions for the distributio of the

**standard**deviation of ...

Page 562

The term COV denotes the " Coefficient of Variation " ( i.e. the ratio between the

mean and the

component processes . Probability density 2.5 N 1.5 0.5 3.5 3.6 3.7 3.8 3.9 4.1 ...

The term COV denotes the " Coefficient of Variation " ( i.e. the ratio between the

mean and the

**standard**deviation ) , wheras subscripts are used to distinguish thecomponent processes . Probability density 2.5 N 1.5 0.5 3.5 3.6 3.7 3.8 3.9 4.1 ...

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### Contents

OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |

OMAE2000OSU OFT3004 | 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 deck 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 linear load mass maximum mean measured method mode mooring motion nonlinear observed obtained Offshore operations parameters peak performed period pipeline plates platform position prediction 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