## 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 123

Note that for purposes of comparison , the probability of failure assuming no test

was conducted and / or no inspection was undertaken can be

equating oh and / or PoD ( a ) to zero , respectively . Effect of pre - service

hydrostatic ...

Note that for purposes of comparison , the probability of failure assuming no test

was conducted and / or no inspection was undertaken can be

**evaluated**byequating oh and / or PoD ( a ) to zero , respectively . Effect of pre - service

hydrostatic ...

Page 167

Larger possibilities are also indicated in [ 1 ] and [ 4 ] . Appendix - Vertex Method

As an example , the

considered . The foregoing function can be

example , at ...

Larger possibilities are also indicated in [ 1 ] and [ 4 ] . Appendix - Vertex Method

As an example , the

**evaluation**of the fuzzy function Y in equation ( 13 ) isconsidered . The foregoing function can be

**evaluated**at each a - cut . Forexample , at ...

Page 394

procedure to arrive at design loads , distribution of load ranges , for fatigue

analysis lines , is made , and the dynamic response of the whole system is

. However ...

procedure to arrive at design loads , distribution of load ranges , for fatigue

analysis lines , is made , and the dynamic response of the whole system is

**evaluated**by time domain simulation . thus resolving the above mentioned issues. However ...

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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