Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 191
... assumed here that ( 1 ) brittle fracture is not a failure mode , and ( 2 ) a tether will not experience large ... assumed that the distribution of the strength of the tether ( the equivalent member ) is defined by the distribution of the ...
... assumed here that ( 1 ) brittle fracture is not a failure mode , and ( 2 ) a tether will not experience large ... assumed that the distribution of the strength of the tether ( the equivalent member ) is defined by the distribution of the ...
Page 192
... assumed to occur at 2E8 cycles The COV's listed in Table 5 were corrected for the uncertainty in strength associated with the assumption of a linear damage accumulation rule ( Miner's rule ) . Based on an independent survey [ Wirsching ...
... assumed to occur at 2E8 cycles The COV's listed in Table 5 were corrected for the uncertainty in strength associated with the assumption of a linear damage accumulation rule ( Miner's rule ) . Based on an independent survey [ Wirsching ...
Page 329
... assumed deterministic . Extreme Temperature , : Tmax : The actual annual extreme temperature difference is assumed to be conservatively modelled as Gumbel distributed with a standard deviation equal to 5o i.e. G ( μr , σ = 5o ) Pressure ...
... assumed deterministic . Extreme Temperature , : Tmax : The actual annual extreme temperature difference is assumed to be conservatively modelled as Gumbel distributed with a standard deviation equal to 5o i.e. G ( μr , σ = 5o ) Pressure ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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acceptance criteria amplitude applied approach approximation assessment assumed axial force bending blowout buoy calculated coefficient components considered Cook Inlet crack growth defined developed distribution drilling Engineering equation estimated evaluation event extreme value distribution failure paths failure probability fatigue damage fatigue strength Figueira da Foz Figure frequency function given human error inspection installation jet fire joint kurtosis linear marine structures maxima measurements method nonlinear normal normally distributed North Sea Norway obtained offshore construction offshore structures operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedure random variables reliability analysis reliability index response risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulation SINTEF spectra spectrum statistical Statoil stochastic stress Table temperature tether uncertainty Weibull weld