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 165
... VARIABLES K. Rajagopalan Professor Ocean Engineering Centre Indian Institute ... random . INTRODUCTION Ship structures are still designed deterministically ... random in character . Probability distributions can be obtained for these ...
... VARIABLES K. Rajagopalan Professor Ocean Engineering Centre Indian Institute ... random . INTRODUCTION Ship structures are still designed deterministically ... random in character . Probability distributions can be obtained for these ...
Page 227
... random variables Xi ( t ) and X ( 1 ) given = 01 . On the other hand , if n observations are made at time t , and another ng observations are taken at random and independently of the previous ones at time to , then we can simply ...
... random variables Xi ( t ) and X ( 1 ) given = 01 . On the other hand , if n observations are made at time t , and another ng observations are taken at random and independently of the previous ones at time to , then we can simply ...
Page 228
... random variables such as load and resistance characteristics Y , as well as the previously defined deterioration progress variables X. If we assume the failure probability P , at time t to be defined as : P ( t ) = Pr ( g ( Y , X1 ( t ) ...
... random variables such as load and resistance characteristics Y , as well as the previously defined deterioration progress variables X. If we assume the failure probability P , at time t to be defined as : P ( t ) = Pr ( g ( Y , X1 ( t ) ...
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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