Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 21
... solution is seriously flawed when applied to real spectra . The problem is that high frequency waves can be carried ... solution . In this solution , the exponential function in the potential function depends not only on z but also on ...
... solution is seriously flawed when applied to real spectra . The problem is that high frequency waves can be carried ... solution . In this solution , the exponential function in the potential function depends not only on z but also on ...
Page 112
... solution uses only a tension solution . This is the first term of Eq . ( 2 ) used with total stress . To try an easier K solution an equivalent plate solution for the surface flaw was used . This solution has the form K = σ√πа Fpt ( a ...
... solution uses only a tension solution . This is the first term of Eq . ( 2 ) used with total stress . To try an easier K solution an equivalent plate solution for the surface flaw was used . This solution has the form K = σ√πа Fpt ( a ...
Page 424
... solution In order to illustrate the structure of the solution , let us consider the simple situation presented in fig . 1. The water is initially at rest , and the wind start blowing off shore uniformly at = 0. We also take an Eulerian ...
... solution In order to illustrate the structure of the solution , let us consider the simple situation presented in fig . 1. The water is initially at rest , and the wind start blowing off shore uniformly at = 0. We also take an Eulerian ...
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amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind