Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 2American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 251
... figure 5 . Applying eqns ( 17 ) and ( 18 ) the calculated time variation of the mean section modulus and its standard deviation are shown in figures 6 and 7 , which at each time instant define a normal distribution function as is shown ...
... figure 5 . Applying eqns ( 17 ) and ( 18 ) the calculated time variation of the mean section modulus and its standard deviation are shown in figures 6 and 7 , which at each time instant define a normal distribution function as is shown ...
Page 252
... figure 9. The corresponding values for the reliability index ( eqn 32b ) , are shown in figure 10 which are preferred by several authors . R ( t ) 2.1 0 5 10 15 t.years 20 25 Figure 10 Beta reliability index as function of time for the ...
... figure 9. The corresponding values for the reliability index ( eqn 32b ) , are shown in figure 10 which are preferred by several authors . R ( t ) 2.1 0 5 10 15 t.years 20 25 Figure 10 Beta reliability index as function of time for the ...
Page 305
Figure 3 shows the primary tables and their linkages for the two data bases . 4.1 Data base GEO The GEO database ... Figure 2 . Generally , these areas are parallel to the coast line , reflecting the pattern of sediment distribution from ...
Figure 3 shows the primary tables and their linkages for the two data bases . 4.1 Data base GEO The GEO database ... Figure 2 . Generally , these areas are parallel to the coast line , reflecting the pattern of sediment distribution from ...
Contents
PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |
A Nonlinear Model | 29 |
Spectral Bandwidth | 59 |
Copyright | |
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Adriatic Sea airgap applied approach assessment assumed calculated capacity coefficient collapse components considered Cook Inlet corrosion crack criteria damage deck defined Det Norske Veritas deterministic developed Dogliani effects Engineering environmental equation escalation estimated evacuation evaluated event explosion extreme value extreme value distribution failure modes failure probability fatigue Figure frequency function Guedes Soares hazard hindcast Hoop Stress hull ignition initial inspection jack-up joint limit linear load mean value measured method mooring nonlinear North Sea offshore structures operation optimisation parameters passive fire protection plate platform predictions pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index response riser risk Safety and Reliability safety factors scenarios section modulus ship significant wave height simulation SORM statistical stochastic strength structural reliability Table temperature towing uncertainties vector Weibull distribution wind