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 1.0 Element 5 N / NP 0.2 0.2 Mean 42 1.0 Նշ Element 6 1.0 failure surface 1.0 M / Mp Figure 3 Force histories for member 5 and 6 Equiprobability contours 1.0 2.0 L Figure 5 Load path for example 1 1.0 2.0 4 ...
... Figure 2 X - braced frame 1.0 Element 5 N / NP 0.2 0.2 Mean 42 1.0 Նշ Element 6 1.0 failure surface 1.0 M / Mp Figure 3 Force histories for member 5 and 6 Equiprobability contours 1.0 2.0 L Figure 5 Load path for example 1 1.0 2.0 4 ...
Page 347
PROBABILITY 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 " CASH FLOW Fixed Milestones " Figure 6 Net Present Value of equity ...
PROBABILITY 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 " CASH FLOW Fixed Milestones " Figure 6 Net Present Value of equity ...
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