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 97
For each of the acceptance criteria , the contributions from the individual
functions of the considered engineering facility such as structural components ,
process equipment , pipelines , etc . are identified by means of QRA analysis . In
this way ...
For each of the acceptance criteria , the contributions from the individual
functions of the considered engineering facility such as structural components ,
process equipment , pipelines , etc . are identified by means of QRA analysis . In
this way ...
Page 147
Joint wave and current criteria obtained from the response functions , for two test
locations , are compared and evaluated against both the independent wave and
current criteria and the joint criteria values recommended in design codes .
Joint wave and current criteria obtained from the response functions , for two test
locations , are compared and evaluated against both the independent wave and
current criteria and the joint criteria values recommended in design codes .
Page 153
The resulting independent criteria with a retum period of 100 years are plotted in
Figure 3 . The plots shows some differences between the traditional and the
response - based approaches . In the case of the steady currents , the traditional
...
The resulting independent criteria with a retum period of 100 years are plotted in
Figure 3 . The plots shows some differences between the traditional and the
response - based approaches . In the case of the steady currents , the traditional
...
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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