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 104
... variation of the non - linear damping function , Q ( E ) , with roll amplitude , is shown in Fig . 8. Here the variations based on the true ( known ) parameters and the estimated parameters are compared . The goodness of fit obtained ...
... variation of the non - linear damping function , Q ( E ) , with roll amplitude , is shown in Fig . 8. Here the variations based on the true ( known ) parameters and the estimated parameters are compared . The goodness of fit obtained ...
Page 223
... variation of BMMAX , which refers to variations from one voyage to an- other , mean value of standard deviation of still- water bending moments in section of largest mean values , which refers to variations from one ship to another ...
... variation of BMMAX , which refers to variations from one voyage to an- other , mean value of standard deviation of still- water bending moments in section of largest mean values , which refers to variations from one ship to another ...
Page 259
... variation of 0.07 - 0.10 for marine structures after fabrication and lower values of 3.00 - 4.50 after shake - out at sea . The lower values of ʼn are also typical of civil engineering structures which tend to utilize lighter welds [ 21 ] ...
... variation of 0.07 - 0.10 for marine structures after fabrication and lower values of 3.00 - 4.50 after shake - out at sea . The lower values of ʼn are also typical of civil engineering structures which tend to utilize lighter welds [ 21 ] ...
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