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 130
... increase of Seff and k , N is reduced , and with increase of m , N is increased also due to the relationship between C and m described in Equation ( 7 ) . It is shown from Fig . 1 ( b ) , that the increase of n , m , ac would result in ...
... increase of Seff and k , N is reduced , and with increase of m , N is increased also due to the relationship between C and m described in Equation ( 7 ) . It is shown from Fig . 1 ( b ) , that the increase of n , m , ac would result in ...
Page 206
... increases with tp . This behavior is explained considering the relative importance of the following two factors : a ) increase of dam- age accumulation with time and b ) influence of correlation on the updated distributions of time to ...
... increases with tp . This behavior is explained considering the relative importance of the following two factors : a ) increase of dam- age accumulation with time and b ) influence of correlation on the updated distributions of time to ...
Page 275
... increasing the transverse load decreases 8 , and increase the spreading of the curves , which have a range close to one for = 0.50x small y 6. CONCLUDING REMARKS The reliability of plate elements under in - plane compressive loads has ...
... increasing the transverse load decreases 8 , and increase the spreading of the curves , which have a range close to one for = 0.50x small y 6. CONCLUDING REMARKS The reliability of plate elements under in - plane compressive loads has ...
Contents
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
Extrapolation of Design Waves in the Gulf of Guineal | 33 |
Copyright | |
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amplitude applied approximation assumed bending moment calculated coefficient component computed condition considered correlation corresponding crack growth crack length damage damping defined density function detected deterministic effect element Engineering equation estimated evaluation failure probability Figure fracture mechanics frequency fuzzy Gaussian given hindcast inspection integral joints limit state function linear load lognormal maintenance matrix maximum mean value method nonlinear normal normal distribution obtained offshore structures order statistics parameters partial safety factors plate platform probabilistic probability density probability density function probability of failure procedure random variables redundancy reliability analysis reliability index repair residual stresses response sample seastates shear ship shown significant wave height simulation spectra spectrum standard deviation statistical stiffness storm strength stress range structural reliability surface system reliability Table tendon tension tion transfer function uncertainty updated variation vector vector process vertical wave bending Weibull Weibull distribution welded yield stress