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 370
... acceptable , a failure probability is assigned irrespective to the of the scale of a structure . The notion that " failure probability larger than 10 is not acceptable " is a statement from this point of view . Another way is to assign ...
... acceptable , a failure probability is assigned irrespective to the of the scale of a structure . The notion that " failure probability larger than 10 is not acceptable " is a statement from this point of view . Another way is to assign ...
Page 371
... acceptable failure probability is decreased to 1 / 5.5 of original value . Acceptable failure probability of Allen's equation [ 7 ] is proportional to 0.5th power of potential loss of lives . Allen's equation has a form ΤΑ P = 105 W√n ...
... acceptable failure probability is decreased to 1 / 5.5 of original value . Acceptable failure probability of Allen's equation [ 7 ] is proportional to 0.5th power of potential loss of lives . Allen's equation has a form ΤΑ P = 105 W√n ...
Page 372
... acceptable failure probability will be much lower than probability calculated based on FAR of voluntary activities ... acceptable probability will be further reduced to value around 1.5x10 . This risk level is almost same to that of ...
... acceptable failure probability will be much lower than probability calculated based on FAR of voluntary activities ... acceptable probability will be further reduced to value around 1.5x10 . This risk level is almost same to that of ...
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Common terms and phrases
amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind