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 82
... Figure 2 Schematic of Bottom - Pivoted Cylinder The dynamic properties of the cylinder can be varied through the choice of spring restraint stiffness and level of mass introduced at its " free end " . The pair of springs in the ...
... Figure 2 Schematic of Bottom - Pivoted Cylinder The dynamic properties of the cylinder can be varied through the choice of spring restraint stiffness and level of mass introduced at its " free end " . The pair of springs in the ...
Page 177
... Figure 2 X - braced frame Element 5 که 1.0 42 Element 6 1.0 Mean failure surface 0.4 0.8 1.0 M / Mp Figure 3 Force histories for member 5 and 6 ....... Equiprobability contours 1.0 2.0 41 Figure 5 Load path for example 1 1.0 2.0 L , Figure ...
... Figure 2 X - braced frame Element 5 که 1.0 42 Element 6 1.0 Mean failure surface 0.4 0.8 1.0 M / Mp Figure 3 Force histories for member 5 and 6 ....... Equiprobability contours 1.0 2.0 41 Figure 5 Load path for example 1 1.0 2.0 L , Figure ...
Page 347
delay in the start up of production , see sketch in Figure 7 . This model is then just similar to the Base Case model . CASH FLOW FIVED " " Governmental " Fixed Milestones " TIME CASH FLOW PY IN BILL.COM NO Figure 6 Net Present Value of ...
delay in the start up of production , see sketch in Figure 7 . This model is then just similar to the Base Case model . CASH FLOW FIVED " " Governmental " Fixed Milestones " TIME CASH FLOW PY IN BILL.COM NO Figure 6 Net Present Value of ...
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