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
... safety point of view . Normally , such concepts will not be developed to a degree justifying a specific evaluation of the concept . Thus , the coarse safety evaluation will mainly be based upon experience gained from similar concepts ...
... safety point of view . Normally , such concepts will not be developed to a degree justifying a specific evaluation of the concept . Thus , the coarse safety evaluation will mainly be based upon experience gained from similar concepts ...
Page 283
... safety management through the different project phases . By use of practical examples , it will be shown how Safety Management changes from mainly being a decision making tool in early phases to mainly a verification tool in the later ...
... safety management through the different project phases . By use of practical examples , it will be shown how Safety Management changes from mainly being a decision making tool in early phases to mainly a verification tool in the later ...
Page 284
An important factor in design safety of a platform is of course the specific safety systems , like the fire and gas systems . The design of these is usually the responsibility of the safety discipline and is well accepted within project ...
An important factor in design safety of a platform is of course the specific safety systems , like the fire and gas systems . The design of these is usually the responsibility of the safety discipline and is well accepted within project ...
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