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 81
... Constant SVNG of total degree (1.6, 1.8, 1.7). Theorem 1. If G be a SVNG. Then (Ti, ii, Fl)is a constant function iff the following are equivalent. (i) Gis a constant SVNG. (ii) Gis a totally constant SVNG. Prooflet (T1,i, Fl) be a constant ...
... Constant SVNG of total degree (1.6, 1.8, 1.7). Theorem 1. If G be a SVNG. Then (Ti, ii, Fl)is a constant function iff the following are equivalent. (i) Gis a constant SVNG. (ii) Gis a totally constant SVNG. Prooflet (T1,i, Fl) be a constant ...
Page 118
... constant systems are categorized as discrete systems, as the variables of the systems vary piecewise constantly. A piecewise constant system may only be considered as a linear system in a specified interval. 3. The behavior of piecewise ...
... constant systems are categorized as discrete systems, as the variables of the systems vary piecewise constantly. A piecewise constant system may only be considered as a linear system in a specified interval. 3. The behavior of piecewise ...
Page 176
... Constant's "variations between egoism and remorse,” judges that Constant ”remained temperamentally adolescent to the day of his death.”IO What is impressive, of course, is how successful and productive Constant was in spite of his ...
... Constant's "variations between egoism and remorse,” judges that Constant ”remained temperamentally adolescent to the day of his death.”IO What is impressive, of course, is how successful and productive Constant was in spite of his ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART A | 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 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 vector Weibull distribution weld weldments