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 228
For load point above the summer load waterline : Pw = 2.0C + f + w 135y B + 75 4h ≥ 6.25 + 0.0025L for sides for ... load factor . Here , the dynamic pressure corresponds to a probability of exceedance of 10-87 ( 100 - year return ...
For load point above the summer load waterline : Pw = 2.0C + f + w 135y B + 75 4h ≥ 6.25 + 0.0025L for sides for ... load factor . Here , the dynamic pressure corresponds to a probability of exceedance of 10-87 ( 100 - year return ...
Page 230
... load , the deck strength is particularly weak in this load case due to the buckling of the deck web under vertical load from the tank . The dynamic load factor corresponding to the first yield is 3.2 , and that corresponding to buckling ...
... load , the deck strength is particularly weak in this load case due to the buckling of the deck web under vertical load from the tank . The dynamic load factor corresponding to the first yield is 3.2 , and that corresponding to buckling ...
Page 462
... load approach . Initially , this requires the estimation of the design load ( eg the 50 yr wind , 50 yr wave and 50 yr current load ) which is applied to the structure either as a point load , or as a distributed load over the vertical ...
... load approach . Initially , this requires the estimation of the design load ( eg the 50 yr wind , 50 yr wave and 50 yr current load ) which is applied to the structure either as a point load , or as a distributed load over the vertical ...
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