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 94
... corresponds to a sea of moderate intensity , well below the intensity corresponding to the breaking limit for the equivalent sinusoidal wave . scheme is preserved also in the narrow band stochastic domain , as shown in Figs . 1-3 . An ...
... corresponds to a sea of moderate intensity , well below the intensity corresponding to the breaking limit for the equivalent sinusoidal wave . scheme is preserved also in the narrow band stochastic domain , as shown in Figs . 1-3 . An ...
Page 193
... corresponding reliability measures are compared for the two sites . Implications for design are briefly discussed . 1 INTRODUCTION Jack - up platforms have attracted a lot of attention during the last years , both for drilling and ...
... corresponding reliability measures are compared for the two sites . Implications for design are briefly discussed . 1 INTRODUCTION Jack - up platforms have attracted a lot of attention during the last years , both for drilling and ...
Page 323
... corresponding to the failure of one structural member or joint . Zone B corresponds to the set of outcomes in which one or more components fail , but where the structure still has some reserve of strength against total collapse ...
... corresponding to the failure of one structural member or joint . Zone B corresponds to the set of outcomes in which one or more components fail , but where the structure still has some reserve of strength against total collapse ...
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 |
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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