Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 126
... requirements to the various alternatives . This should be done before the overall layout is frozen ( i.e. location of main areas relative to each other ) . The level of detail for this study will normally be decided by the stage of ...
... requirements to the various alternatives . This should be done before the overall layout is frozen ( i.e. location of main areas relative to each other ) . The level of detail for this study will normally be decided by the stage of ...
Page 283
... requirements as affected by design is implemented in a cost - efficient manner . The safety management system also have to ensure that the safety requirements of , for example , regulatory agencies are complied with . The Norwegian ...
... requirements as affected by design is implemented in a cost - efficient manner . The safety management system also have to ensure that the safety requirements of , for example , regulatory agencies are complied with . The Norwegian ...
Page 286
... requirements ? different module shape with lower explosion load be acceptable w.r.t process separation , hook - up , lifting capacity of cranes etc ?. Will a Is the assumed degree of open / closed walls and floors consistent with later ...
... requirements ? different module shape with lower explosion load be acceptable w.r.t process separation , hook - up , lifting capacity of cranes etc ?. Will a Is the assumed degree of open / closed walls and floors consistent with later ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART | 33 |
Extreme Forces on Large AxiSymmetric Offshore Structures in Directional Seas | 49 |
Copyright | |
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amplitude applied assessment assumed axial basic variables behaviour calculated coefficient component computed considered corrosion cost crack depth crack growth rate CTOD curve defect deterministic drag force effects Engineering environmental equation estimated evaluated extreme failure mode failure probability fatigue crack growth fatigue damage fatigue failure fatigue reliability fatigue strength Figure fracture mechanics fracture toughness frequency Gaussian geometry hindcast initial inspection instability load integration limit state function linear Lognormal LRFD material maxima maximum mean value method nonlinear normal normal distribution North Sea obtained offshore structures parameters platform predicted pressure probabilistic probability density function probability distribution quadratic random variable ratio reliability analysis reliability index residual stresses response risk S-N curve safety sea-state significant wave height simulation spectral standard deviation statistical stochastic storm stress intensity factor stress range Table tension tether tubular joints variation vector weld weldments