Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 90
Page 115
... Standard extremal variate , s Figure 5 Load effect fitted to Gumbel distribution . 10000.0- Mean value 9000.0- = 6350.0 Standard deviation = 610.0 8000.0- 7000.0 6000.0 5000.0- 9 10 3.0- 2.0- Probability of failure ( x 10 -5 ) 1.0- 0.0 ...
... Standard extremal variate , s Figure 5 Load effect fitted to Gumbel distribution . 10000.0- Mean value 9000.0- = 6350.0 Standard deviation = 610.0 8000.0- 7000.0 6000.0 5000.0- 9 10 3.0- 2.0- Probability of failure ( x 10 -5 ) 1.0- 0.0 ...
Page 337
... standard error less than 20 % for these estimates . The standard error is defined as the estimated standard deviation of the failure probability divided by the number of samples in the simulation . In the following study , the ...
... standard error less than 20 % for these estimates . The standard error is defined as the estimated standard deviation of the failure probability divided by the number of samples in the simulation . In the following study , the ...
Page 535
... standard normal space ST ( t ; x ) time - varying change in tendon tension conditioned on event X h ( ) auxillary limit state function ST ( x ) steady change in tension tendon L , significant wave length conditioned on event X mean ...
... standard normal space ST ( t ; x ) time - varying change in tendon tension conditioned on event X h ( ) auxillary limit state function ST ( x ) steady change in tension tendon L , significant wave length conditioned on event X mean ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
25 other sections not shown
Other editions - View all
Common terms and phrases
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