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 38
... values . Figure 1 is a scatter plot of versus some threshold values . As we mentioned earlier , the results using threshold values between two consecutive order statistics are the same as those obtained using a threshold value equal to ...
... values . Figure 1 is a scatter plot of versus some threshold values . As we mentioned earlier , the results using threshold values between two consecutive order statistics are the same as those obtained using a threshold value equal to ...
Page 43
... values were arrived at after application of several criteria , as in the case of Figueira da Foz . 4. TRANSFER TO OFFSHORE 4.1 Mathematical models used for the transfer For the offshore transfer of the local wave climate at the above ...
... values were arrived at after application of several criteria , as in the case of Figueira da Foz . 4. TRANSFER TO OFFSHORE 4.1 Mathematical models used for the transfer For the offshore transfer of the local wave climate at the above ...
Page 298
... values are identified . ( iii ) The probability distribution for the capacity is kept con- stant , while the load - effect distribution is scaled . The scaling is performed by adjusting the fractile from item . ( ii ) . This is achieved ...
... values are identified . ( iii ) The probability distribution for the capacity is kept con- stant , while the load - effect distribution is scaled . The scaling is performed by adjusting the fractile from item . ( ii ) . This is achieved ...
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