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 .
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 .
Page 147
PROCEEDINGS OF OMAE'01 : 20TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING JUNE 3-8 , 2001 , RIO DE JANEIRO , BRAZIL A RESPONSE BASED METHOD FOR DEVELOPING JOINT METOCEAN CRITERIA FOR ON - BOTTOM PIPELINE ...
PROCEEDINGS OF OMAE'01 : 20TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING JUNE 3-8 , 2001 , RIO DE JANEIRO , BRAZIL A RESPONSE BASED METHOD FOR DEVELOPING JOINT METOCEAN CRITERIA FOR ON - BOTTOM PIPELINE ...
Page 153
The resulting independent criteria with a return 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 resulting independent criteria with a return 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 ...
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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 steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind