Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 85
Page 35
... approach This approach is illustrated in figure 2 , where M , is for instance assumed to be related to H by : X X In ( M ) = ax 1n ( Hx ) + bx + εx Χ X ( 1 ) is a a and b are regression coefficients and ε random error with zero mean ...
... approach This approach is illustrated in figure 2 , where M , is for instance assumed to be related to H by : X X In ( M ) = ax 1n ( Hx ) + bx + εx Χ X ( 1 ) is a a and b are regression coefficients and ε random error with zero mean ...
Page 36
... approach The considerations above have led us to consider an entirely different approach , which however leads to similar results . Rather than regressing instantaneous values of the sea state variables , we consider directly the ...
... approach The considerations above have led us to consider an entirely different approach , which however leads to similar results . Rather than regressing instantaneous values of the sea state variables , we consider directly the ...
Page 310
... approach to the use of MSG - 3 described in the previous section , we can say the following : · The method described is a step - by - step approach , not complete optimisation . The method is not primarily mathematical , but ties in ...
... approach to the use of MSG - 3 described in the previous section , we can say the following : · The method described is a step - by - step approach , not complete optimisation . The method is not primarily mathematical , but ties in ...
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 | |
44 other sections not shown
Other editions - View all
Common terms and phrases
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