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

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Page 319

Then a generalised decision matrix can be constructed as

Then a generalised decision matrix can be constructed as

**follows**. E = { s ( e ; hi = 1 , ... , L } ( 6 ) Suppose the M element types in the structural ...Page 321

The safety - cost modelling for each design option is described as

The safety - cost modelling for each design option is described as

**follows**: Option # 1 : No improvement is suggested in the design review process ( Sii et ...Page 366

( 12 ) are given as

( 12 ) are given as

**follows**: ( 1 ) For the case of c * L / 2 and c # L / 4 A = [ 8c cos ( 1 CIL ) / 17 ( L. 4c * ) } + sin ( 1- c L ) } / 6 - sin ( -nin + ...### What people are saying - Write a review

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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 expected 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 storm strength stress structure surface Table theory typical uncertainty variables wave height wind