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 152
... plate can be obtained by interpolation from the stored data . Furthermore , the numerical method was directly used to establish the safety margin equation in reliability analysis ( Bonello and Chryssanthopoulos , 1993 ) . Although it is ...
... plate can be obtained by interpolation from the stored data . Furthermore , the numerical method was directly used to establish the safety margin equation in reliability analysis ( Bonello and Chryssanthopoulos , 1993 ) . Although it is ...
Page 153
... plate and is assumed to be 0.5 , a , and a2 depend on boundary conditions . a1 = 3.62 a1 = 6.31 = a2 13.1 a2 = 39.8 for simple supports for clamped supports The plate slenderness ẞ is defined as : b 0 Вр = tVE p ( 12 ) and the effective ...
... plate and is assumed to be 0.5 , a , and a2 depend on boundary conditions . a1 = 3.62 a1 = 6.31 = a2 13.1 a2 = 39.8 for simple supports for clamped supports The plate slenderness ẞ is defined as : b 0 Вр = tVE p ( 12 ) and the effective ...
Page 241
... plate thickness Plate slenderness parameter b ( mm ) t ' ( mm ) parameter A A / L = 1.0 1. bottom plate 0.7562 732.6 25.41 2.211 2. bottom plate 0.7170 872.5 23.44 2.3652 X = 180 ° Non - dimensional value Phase Fn = 0.245 Actual value 3 ...
... plate thickness Plate slenderness parameter b ( mm ) t ' ( mm ) parameter A A / L = 1.0 1. bottom plate 0.7562 732.6 25.41 2.211 2. bottom plate 0.7170 872.5 23.44 2.3652 X = 180 ° Non - dimensional value Phase Fn = 0.245 Actual value 3 ...
Contents
PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |
A Nonlinear Model | 29 |
Spectral Bandwidth | 59 |
Copyright | |
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Adriatic Sea airgap amplitude 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