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 127
These acceptable failure rates control the loading and hence the design of the structure to be put into service . ... Whitman ( 1984 ) , for example , provides examples of rates that are considered acceptable ; it is interesting to note ...
These acceptable failure rates control the loading and hence the design of the structure to be put into service . ... Whitman ( 1984 ) , for example , provides examples of rates that are considered acceptable ; it is interesting to note ...
Page 371
Acceptable annual failure probability Pr proposed in CIRIA report [ 7 ] has this form and failure probability will be one tenth of the original value if the number of peoples exposed to risk becomes ten times larger .
Acceptable annual failure probability Pr proposed in CIRIA report [ 7 ] has this form and failure probability will be one tenth of the original value if the number of peoples exposed to risk becomes ten times larger .
Page 372
VLFS may be categorized in Involuntary risk and acceptable failure probability will be much lower than probability calculated based on FAR of voluntary activities . Table 2 Fatal Accident Rates for activities in Japan .
VLFS may be categorized in Involuntary risk and acceptable failure probability will be much lower than probability calculated based on FAR of voluntary activities . Table 2 Fatal Accident Rates for activities in Japan .
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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