## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |

### From inside the book

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Page 233

This is done according to Table 1 – Riser system

azimuth with regard to North , clockwise , some ... The load cases derived from

the collinear current , wave and wind are

and ...

This is done according to Table 1 – Riser system

**definition**, where the riserazimuth with regard to North , clockwise , some ... The load cases derived from

the collinear current , wave and wind are

**defined**as " near ” , “ far ” , “ transverse ”and ...

Page 672

... foundations . However , due to the soil liquefaction after a number of stress

cycles , a perfect bond between the soil and the structure is assumed in this study

. As a spatial variation , if the soil properties are

... foundations . However , due to the soil liquefaction after a number of stress

cycles , a perfect bond between the soil and the structure is assumed in this study

. As a spatial variation , if the soil properties are

**defined**in a different coordinate ...Page 698

The L - moments of a probability distribution a

values of its order statistics , where the ri ... statistics of random sample of size n

drawn from the distribution of Y , then th first four linear moments of Y are

as ...

The L - moments of a probability distribution a

**defined**in terms of expectedvalues of its order statistics , where the ri ... statistics of random sample of size n

drawn from the distribution of Y , then th first four linear moments of Y are

**defined**as ...

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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