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 197
... simulation yields no value . ( This is a drawback for the direct Monte Carlo simulation since it would require many millions of repetitions to yield an estimate for such low probabilities ) . Nevertheless , the results obtained for the ...
... simulation yields no value . ( This is a drawback for the direct Monte Carlo simulation since it would require many millions of repetitions to yield an estimate for such low probabilities ) . Nevertheless , the results obtained for the ...
Page 305
... Simulation E [ X ] Cubicization · Linearization Simulation 175 225 276 V [ m / sec ] Figure 3 : Third - order moment Drag coefficient Water density mass C1 = 1.1 p = 100kg / m3 EPC ] Ep ] The parameters Table 1. Model parameters Δω ...
... Simulation E [ X ] Cubicization · Linearization Simulation 175 225 276 V [ m / sec ] Figure 3 : Third - order moment Drag coefficient Water density mass C1 = 1.1 p = 100kg / m3 EPC ] Ep ] The parameters Table 1. Model parameters Δω ...
Page 393
... simulations . for which time domain simulation is nowadays a common method . This technique allows to account for the randomness of environmental actions , the combination of low frequency and wave frequency vessel response , and the ...
... simulations . for which time domain simulation is nowadays a common method . This technique allows to account for the randomness of environmental actions , the combination of low frequency and wave frequency vessel response , and the ...
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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