## 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 129

This

The required

of the structure , and E ( C ) the risk cost associated with failure . This

...

This

**expression**accounts for both the CAPEX , and the probable cost of failure .The required

**expression**is E ( C ) = C ; + E ( Cf ) ( 5 ) where C ; is the initial costof the structure , and E ( C ) the risk cost associated with failure . This

**expression**...

Page 277

The limit state function Z can be

variables . Gaos 14 . the possibilities the possibility the POSSIBILITY

TRANSFORMS The possibility theory of reliability developed by Cremona and

Gao [ 14 ] is ...

The limit state function Z can be

**expressed**as a function of non - interactive fuzzyvariables . Gaos 14 . the possibilities the possibility the POSSIBILITY

TRANSFORMS The possibility theory of reliability developed by Cremona and

Gao [ 14 ] is ...

Page 361

Simplified Estimation Results and Comparison with Finite Element Analysis

Results Moreover , the explicit

equation is

wa / { 1 - ( 1 ...

Simplified Estimation Results and Comparison with Finite Element Analysis

Results Moreover , the explicit

**expression**of ... 0 ( 13 ) The solution of thisequation is

**expressed**by using Fourier series in the following form . w ( x ) = $ (wa / { 1 - ( 1 ...

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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