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 6
... corresponding to given sea areas , the long - term accumulation probability that the extreme of the ship response exceeds an amplitude r , can be obtained by following formula for a given relative ship heading depending on mean wave ...
... corresponding to given sea areas , the long - term accumulation probability that the extreme of the ship response exceeds an amplitude r , can be obtained by following formula for a given relative ship heading depending on mean wave ...
Page 230
... corresponding to the first yield is 3.2 , and that corresponding to buckling is fud = 3.39 . level of 10-87 , the load factor corresponding to DnV ( 1992b , 1994a ) becomes fud = 3.39 / 1.09 = 3.11 , which is nearly half of the ...
... corresponding to the first yield is 3.2 , and that corresponding to buckling is fud = 3.39 . level of 10-87 , the load factor corresponding to DnV ( 1992b , 1994a ) becomes fud = 3.39 / 1.09 = 3.11 , which is nearly half of the ...
Page 233
... corresponding to rules for production vessels . Corresponding to the above ultimate load factors , annual failure probability levels are estimated and found to be in the order of 10 or less . The load case 2 is also less critical than ...
... corresponding to rules for production vessels . Corresponding to the above ultimate load factors , annual failure probability levels are estimated and found to be in the order of 10 or less . The load case 2 is also less critical than ...
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