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 161
... defined as Rresd Qdam / Qint ( 12 ) in which Qdam is the ultimate strength of the damaged structural system and Qint was defined in eqn ( 2 ) . Another measure of redundancy is the redundancy factor ( Frangopol and Curley , 1987a ...
... defined as Rresd Qdam / Qint ( 12 ) in which Qdam is the ultimate strength of the damaged structural system and Qint was defined in eqn ( 2 ) . Another measure of redundancy is the redundancy factor ( Frangopol and Curley , 1987a ...
Page 207
... defined as the smallest time among the ( n − q ) non - inspected joint failure times : Îs = T。Î15 · ÎIs is the smallest time among the independent ( n − q ) joint failure times T. The cumulative distribution function of T1 is ...
... defined as the smallest time among the ( n − q ) non - inspected joint failure times : Îs = T。Î15 · ÎIs is the smallest time among the independent ( n − q ) joint failure times T. The cumulative distribution function of T1 is ...
Page 222
... defined as the most probable value when the limit state is being exceeded design value , arbitrarily defined inverse function mean value INTRODUCTION Development of a new safety format with partial safety factors has been discussed ...
... defined as the most probable value when the limit state is being exceeded design value , arbitrarily defined inverse function mean value INTRODUCTION Development of a new safety format with partial safety factors has been discussed ...
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