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 158
... Material Behavior Model . Rcy = 1 Y ( 4 ) where yQcol / Qyiel is the redistribution factor of the system . Several factors including loading conditions and material properties affect the redundancy measure Rey . The first yielding load ...
... Material Behavior Model . Rcy = 1 Y ( 4 ) where yQcol / Qyiel is the redistribution factor of the system . Several factors including loading conditions and material properties affect the redundancy measure Rey . The first yielding load ...
Page 247
... Material deterioration is considered due to crack propagation . Load and resistance parameters are assumed to be ... material yield strength of material spectrum of the random wave elevation Z spectrum of the local random stress process ...
... Material deterioration is considered due to crack propagation . Load and resistance parameters are assumed to be ... material yield strength of material spectrum of the random wave elevation Z spectrum of the local random stress process ...
Page 286
... material in the structural member has characteristics ( e.g. coefficients in crack propagation law ) descri- bed by the same probability density functions as initially at the design state of the structure . This model is called ' new ...
... material in the structural member has characteristics ( e.g. coefficients in crack propagation law ) descri- bed by the same probability density functions as initially at the design state of the structure . This model is called ' new ...
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