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 108
... assumed that only one variable represents the uncertainties in λ . d ) Reference Damage : In the criterion of a fatigue failure , it is assumed that failure occurs when the cumulative fatigue damage Dot given by Eq . ( 1 ) , or ( 25 ) ...
... assumed that only one variable represents the uncertainties in λ . d ) Reference Damage : In the criterion of a fatigue failure , it is assumed that failure occurs when the cumulative fatigue damage Dot given by Eq . ( 1 ) , or ( 25 ) ...
Page 277
... assumed a TFN C ( c1 , c2 , c3 ) and A is assumed as TFN A ( al , a2 , a3 ) . POSSIBILITY TRANSFORMS The possibility theory of reliability developed by Cremona and Gao [ 14 ] is based on development of 7 - transform to convert a set of ...
... assumed a TFN C ( c1 , c2 , c3 ) and A is assumed as TFN A ( al , a2 , a3 ) . POSSIBILITY TRANSFORMS The possibility theory of reliability developed by Cremona and Gao [ 14 ] is based on development of 7 - transform to convert a set of ...
Page 372
... assumed . 48000 persons are assumed to use the airport daily . Average time spent by each departing passenger in the airport is assumed 3 hours and 2 hours for arriving passenger , annual exposure to activity is 43.8 million hours for ...
... assumed . 48000 persons are assumed to use the airport daily . Average time spent by each departing passenger in the airport is assumed 3 hours and 2 hours for arriving passenger , annual exposure to activity is 43.8 million hours for ...
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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