## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |

### From inside the book

Results 1-3 of 80

Page 617

[ w ] y [ m ] Further , the

m ) H = eG - 2fF + gE 2 ( EG - F2 ) ( 20 ) Figure 3 . EXCERPT OF A MONTE

CARLO SIMULATION OF 3D FIRST ORDER SURFACE ELEVATION AND ...

[ w ] y [ m ] Further , the

**mean**curvature H is given through 0 - 50 O 50 x ( m ) x (m ) H = eG - 2fF + gE 2 ( EG - F2 ) ( 20 ) Figure 3 . EXCERPT OF A MONTE

CARLO SIMULATION OF 3D FIRST ORDER SURFACE ELEVATION AND ...

Page 1043

25 , seltweight - tapered , r = 025 , suction Sig _

932 4 . 932 5 . 932 6 . 932 7 . 932 8 . 932 9 . 932 Radius ( m ) Figure 10 .

Distribution of

25 , seltweight - tapered , r = 025 , suction Sig _

**mean**[ kPa ] - 10 H 2 . 932 3 .932 4 . 932 5 . 932 6 . 932 7 . 932 8 . 932 9 . 932 Radius ( m ) Figure 10 .

Distribution of

**mean**total stress change , Aomean , outside the skirt wall ...Page 1111

The wind speed is denoted Uw while the wind direction is denoted Cw . The

are all significantly affected by wave spreading . Table 5 shows the

...

The wind speed is denoted Uw while the wind direction is denoted Cw . The

**mean**displacement , the low frequency motions and the wave frequency motionsare all significantly affected by wave spreading . Table 5 shows the

**mean**vessel...

### What people are saying - Write a review

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

### Contents

PART | 595 |

000000000000000000000000000000000000000000 | 605 |

OFFSHORE TECHNOLOGY | 608 |

Copyright | |

29 other sections not shown

### Other editions - View all

### Common terms and phrases

added amplitude analysis angle applied approach ASME assumed barge bending boundary buoy calculated capacity coefficient combined components computed connection considered Copyright corresponding damage damping deck depth determined developed diameter direction displacement dynamic effect element Engineering equation estimated event factor fatigue field Figure force FPSO frequency function given height horizontal hull iceberg impact increase installation jacket joint length limit linear load marine mass maximum mean measured method model tests mooring mooring lines mooring system motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position possible potential predicted presented pressure problem range relative response riser shear ship shown shows simulations skirt solution spar speed strength stress structure surface Table tank tension trench values velocity vertical vessel wall wave wind