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 75
... standard deviation of e , given the significant wave height for the sea sector . where de , is the standard deviation of the relative wave direction e . The parameters e , = 110.36 e2 = -3.98 and f1 = 1.429 are evaluated from the actual ...
... standard deviation of e , given the significant wave height for the sea sector . where de , is the standard deviation of the relative wave direction e . The parameters e , = 110.36 e2 = -3.98 and f1 = 1.429 are evaluated from the actual ...
Page 129
... standard deviation σ , the peaks are Rayleigh distributed with mean value R , standard deviation OR and skewness λ3 given by R = 1253σ , OR = 0.655σ , λ3 = 0.631 ( 31 ) Let X ( t ) be a stationary stochastic process , and assume that ...
... standard deviation σ , the peaks are Rayleigh distributed with mean value R , standard deviation OR and skewness λ3 given by R = 1253σ , OR = 0.655σ , λ3 = 0.631 ( 31 ) Let X ( t ) be a stationary stochastic process , and assume that ...
Page 197
... standard deviation 12. The variable X5 has mean 50 and standard deviation 15. X6 has mean 40 and standard deviation 12. The terms in the sum produce noise in the function . Liu / Der Kiureghian ( [ 6 ] ) give as beta point the point ...
... standard deviation 12. The variable X5 has mean 50 and standard deviation 15. X6 has mean 40 and standard deviation 12. The terms in the sum produce noise in the function . Liu / Der Kiureghian ( [ 6 ] ) give as beta point the point ...
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