Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 121
... repair strategy based on the philosophy that only cracks larger than a specified crack size arep will be repaired , the probability of crack repair , given crack detection , is determined from the estimated distri- bution of detected ...
... repair strategy based on the philosophy that only cracks larger than a specified crack size arep will be repaired , the probability of crack repair , given crack detection , is determined from the estimated distri- bution of detected ...
Page 282
... repair decision ( no repair / repair ) will depend on the inspe- ction result . The simplest model is to assume that all detected " damages " ( e.g. cracks ) are repaired . Alternatively , the decision can depend on the magnitude of the ...
... repair decision ( no repair / repair ) will depend on the inspe- ction result . The simplest model is to assume that all detected " damages " ( e.g. cracks ) are repaired . Alternatively , the decision can depend on the magnitude of the ...
Page 285
... repair a number of different inspection and repair strategies can be deduced . This fact is clearly reflec- ted by the different repair strategies adapted in industries such as e.g. the aeronautical industry and the industry for ...
... repair a number of different inspection and repair strategies can be deduced . This fact is clearly reflec- ted by the different repair strategies adapted in industries such as e.g. the aeronautical industry and the industry for ...
Contents
Occurrence of Extreme Waves With Respect to Significant Wave Height | 1 |
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
Copyright | |
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amplitude applied approximation assumed bending bending moment calculated coefficient component computed condition considered correlation corresponding crack growth crack length crest damage damping defects defined density function design point deterministic distribution effect element Engineering equation estimated evaluation example failure probability Figueira da Foz Figure fracture mechanics frequency fuzzy Gaussian given hindcast inspection integral joints linear load lognormal maintenance matrix maximum mean value method mooring nonlinear normal normal distribution obtained offshore structures parameters partial safety factors plate platform probabilistic probability density probability density function probability of failure procedure random variables ratio redundancy reliability analysis reliability index repair residual stresses response sample seastates shear ship shown significant wave height simulation spectra spectrum standard deviation statistical stochastic Stokes storm strength stress range structural reliability surface system reliability Table tendon tion transfer function uncertainty variation vector Weibull Weibull distribution welded yield stress