## 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 3

Page 51

... M Then cost of building structures CBLD = Co.ko ( 14 ) where Co and 0 , empirical parameters of adaptability to

... M Then cost of building structures CBLD = Co.ko ( 14 ) where Co and 0 , empirical parameters of adaptability to

**manufacture**of structures . Expenses on repair taking into account direct and indirect harms CREP = ( U + C , ko :) .Page 213

Their method of

Their method of

**manufacture**is also different and hence the amount of residual stress and initial imperfections vary from model to model but was reported to be within tolerable limits . However , these strength formulations do not take ...Page 439

The initial crack size is Qo = 2 mm and the geometry parameter is Y = 1.12 that implies same

The initial crack size is Qo = 2 mm and the geometry parameter is Y = 1.12 that implies same

**manufacturing**condition for all elements . The variation of the crack propagation with respect to the material parameters is given in Figure 2 ...### 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 dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind