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 101
... possible to obtain Fig.7 . Finally , using Eq . ( 15 ) , it is possible to obtain Fig . 8. As shown by Figs.6-8 , it is possible to understand to differ each standardized spaces which are transformed by procedures using either Eqs ...
... possible to obtain Fig.7 . Finally , using Eq . ( 15 ) , it is possible to obtain Fig . 8. As shown by Figs.6-8 , it is possible to understand to differ each standardized spaces which are transformed by procedures using either Eqs ...
Page 405
... possible and new evaluations have to be made . If there are no subsequent releases of hydrocarbons , the scenario is controllable and no further escalation evaluations are necessary . A new set of input variables should then be chosen ...
... possible and new evaluations have to be made . If there are no subsequent releases of hydrocarbons , the scenario is controllable and no further escalation evaluations are necessary . A new set of input variables should then be chosen ...
Page 506
... possible ) Cracks ( 2 ) Revise crack depth predictions for deep cracks using the ACPD profile Classification ' A ... possible classifications have been considered . The two main possible ones are ASME X1 ( 1986 ) and PD6493 ( 1991 ) . Of ...
... possible ) Cracks ( 2 ) Revise crack depth predictions for deep cracks using the ACPD profile Classification ' A ... possible classifications have been considered . The two main possible ones are ASME X1 ( 1986 ) and PD6493 ( 1991 ) . Of ...
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