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 113
... initial crack of random orientation . Reliability is calculated conditional on the orientation of the initial crack . Unconditional reliabilities are also obtained for a uniform probability of the initial crack orientation . Stress ...
... initial crack of random orientation . Reliability is calculated conditional on the orientation of the initial crack . Unconditional reliabilities are also obtained for a uniform probability of the initial crack orientation . Stress ...
Page 114
... initial angle a Plate stiffness at time t H ( t ) / 2 o ( t ) ( Scaled envelope of S ( t ) ) r ( t ) : R ( t ) : t R ... initial geometry and a single load process . The applied load is modeled by a stationary white Gaussian process ...
... initial angle a Plate stiffness at time t H ( t ) / 2 o ( t ) ( Scaled envelope of S ( t ) ) r ( t ) : R ( t ) : t R ... initial geometry and a single load process . The applied load is modeled by a stationary white Gaussian process ...
Page 268
... initial distortions and of residual stresses existing in merchant ships : An alternative formulation to equation 10 consists in approximating them with segments of straight lines , as proposed by Faulkner [ 14 ] : GS = 1.6 0.8 for ...
... initial distortions and of residual stresses existing in merchant ships : An alternative formulation to equation 10 consists in approximating them with segments of straight lines , as proposed by Faulkner [ 14 ] : GS = 1.6 0.8 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 |
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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