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 56
... possible change in C. 6.2 Calibration of Partial Safety Factors With the first - order reliability method available it is possible to determine sets of equivalent partial safety factors which result in designs with a prescribed ...
... possible change in C. 6.2 Calibration of Partial Safety Factors With the first - order reliability method available it is possible to determine sets of equivalent partial safety factors which result in designs with a prescribed ...
Page 122
... possible sequence of observations and actions at inspection times T1 , T2 , .. , Ti - 1 . The number of possible sequences & , given by 3'- ' . No detection of a crack at an inspection Detection but no repair of the detected crack ...
... possible sequence of observations and actions at inspection times T1 , T2 , .. , Ti - 1 . The number of possible sequences & , given by 3'- ' . No detection of a crack at an inspection Detection but no repair of the detected crack ...
Page 309
... possible tasks in an order of preference . TASK QUESTIONS possib , task 8 is a lubrication or Y lubricate servicing task applicable & effective ? N servicing is a check to venty operation Y 8 applicable & effective ? N operation check ...
... possible tasks in an order of preference . TASK QUESTIONS possib , task 8 is a lubrication or Y lubricate servicing task applicable & effective ? N servicing is a check to venty operation Y 8 applicable & effective ? N operation check ...
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 |
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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