## 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 767

EFFECTS OF WAVE INTERMITTENCY AND NONLINEARITY ON WAVE LOADS

1. Proceedings of ETCE / OMAE2000 Joint Conference Energy for the New

Millenium ...

**RISK**ASSESSMENT OF DELAYS DURING DEEP WATER PIPE - LAYINGEFFECTS OF WAVE INTERMITTENCY AND NONLINEARITY ON WAVE LOADS

1. Proceedings of ETCE / OMAE2000 Joint Conference Energy for the New

Millenium ...

Page 871

Therefore ,

, are not being used . Each measure of

comparisons and will not be combined into a single measure , such as equivalent

cost .

Therefore ,

**risk**rates for individuals , such as the fatal accident rate ( AICE 1989 ), are not being used . Each measure of

**risk**will be treated separately incomparisons and will not be combined into a single measure , such as equivalent

cost .

Page 872

For the maximum volume of oil spilled in a single incident ( MO ) , the

calculated numerically from the following equation Riskmo = EL_Max ( 70.702 ...

TO . ] ACKNOWLEDGMENTS The authors wish to acknowledge the Minerals ...

For the maximum volume of oil spilled in a single incident ( MO ) , the

**risk**will becalculated numerically from the following equation Riskmo = EL_Max ( 70.702 ...

TO . ] ACKNOWLEDGMENTS The authors wish to acknowledge the Minerals ...

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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