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 53
... described by Ronold and Madsen ( 1987 ) to give the final accumulated strain Tace due to the entire storm . Reference is made to Ronold and Madsen ( 1987 ) as well as to Foss et al . ( 1978 ) for further details . It is noticed that ...
... described by Ronold and Madsen ( 1987 ) to give the final accumulated strain Tace due to the entire storm . Reference is made to Ronold and Madsen ( 1987 ) as well as to Foss et al . ( 1978 ) for further details . It is noticed that ...
Page 154
... described by u = u − b a = u - b ( 16 ) in which a is the unit normal vector at the design point and b = ba is the translation vector having the magnitude b . Obviously the relia- bility problem in the translated space has the same ...
... described by u = u − b a = u - b ( 16 ) in which a is the unit normal vector at the design point and b = ba is the translation vector having the magnitude b . Obviously the relia- bility problem in the translated space has the same ...
Page 281
... described . The total expected costs in the lifetime is minimized with the number of inspections , the inspection times and efforts , the repair crack size limit and a design parameter as optimization variables . The equivalence of this ...
... described . The total expected costs in the lifetime is minimized with the number of inspections , the inspection times and efforts , the repair crack size limit and a design parameter as optimization variables . The equivalence of this ...
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