## 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

Results 1-3 of 75

Page 429

i ratio of 1.0 indicates perfect agreement , while a ratio greater than 1.0 indicates

that the Test or FE Strength exceeds the

1.0 is desirable . For each

i ratio of 1.0 indicates perfect agreement , while a ratio greater than 1.0 indicates

that the Test or FE Strength exceeds the

**predicted**strength . Obviously , a ratio z1.0 is desirable . For each

**prediction**equation and each database , the mean ...Page 743

Two distinct comparisons will be made : ( 1 ) analytical models of the various

CDFs will be shown to accurately

ary ...

Two distinct comparisons will be made : ( 1 ) analytical models of the various

CDFs will be shown to accurately

**predict**... Note also that while the skewness is**predicted**to vary linarly with steepness , the kurtosis is**predicted**from Egn . 8 10ary ...

Page 781

Noticing that the wave kinematics

above the SWL , we apply a higherorder Gauss Quadrature method for the

integration of the wave force . 0.2 ( a ) ( b ) 0.02 0.04 0.08 002 0.04 0.08 Spectral

...

Noticing that the wave kinematics

**predicted**by the MCM change rapidly near andabove the SWL , we apply a higherorder Gauss Quadrature method for the

integration of the wave force . 0.2 ( a ) ( b ) 0.02 0.04 0.08 002 0.04 0.08 Spectral

...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |

OMAE2000OSU OFT3004 | 9 |

OMAE2000OSU OFT3005 | 17 |

Copyright | |

86 other sections not shown

### Other editions - View all

### 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