## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

### From inside the book

Results 1-3 of 89

Page 105

The uncertainty parameter X , is defined between OSX , Soo with a

u ( X , ) = 1 . Therefore , a two - parameter Weibull or a Log - Normal probability

distribution can suitably represent this parameter . The connectivity matrix of the ...

The uncertainty parameter X , is defined between OSX , Soo with a

**mean**value ofu ( X , ) = 1 . Therefore , a two - parameter Weibull or a Log - Normal probability

distribution can suitably represent this parameter . The connectivity matrix of the ...

Page 106

For simplicity , uncertainties introduced by the linearization constant of the drag

force term are ignored and a

Hydrodynamic damping ratios depend on the drag force coefficient ( cd ) ,

thickness of the ...

For simplicity , uncertainties introduced by the linearization constant of the drag

force term are ignored and a

**mean**value linearization constant is used .Hydrodynamic damping ratios depend on the drag force coefficient ( cd ) ,

thickness of the ...

Page 116

02 BP I ,

131 201 334 606 1210 BP 1 ,

36 . 8 50 . 3 70 . 4 101 | 149 BP I ,

02 BP I ,

**mean**+ 20 T & B Piping | 10 | 1 . 0 | Yes Rand . 31 . 943 . 5 60 . 5 87 . 7131 201 334 606 1210 BP 1 ,

**mean**+ 20 T & B Piping 10 1 . 0 No Rand . 27 . 436 . 8 50 . 3 70 . 4 101 | 149 BP I ,

**mean**+ 20 | T Piping | 10 | 1 . 0 | Yes | Rand .### What people are saying - Write a review

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

### Other editions - View all

### Common terms and phrases

acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind