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 158
... coordinate and develop an overall safety assessment to verify the feasibility of the concept from a safety point of view . The Class Societies played the role of third parties in the discussion concerning the most critical features of ...
... coordinate and develop an overall safety assessment to verify the feasibility of the concept from a safety point of view . The Class Societies played the role of third parties in the discussion concerning the most critical features of ...
Page 166
... coordinates of the vertices are actually the combinations of n pairs of end points of interval numbers . The function value is evaluated at each of the vertex coordinates vJ , and the membership function of the response is then Y = min ...
... coordinates of the vertices are actually the combinations of n pairs of end points of interval numbers . The function value is evaluated at each of the vertex coordinates vJ , and the membership function of the response is then Y = min ...
Page 375
... coordinates of the Finite Element Mesh which represents the pipe geometry . Within the framework of state - of- the - art methods for numerical response calculations , application of a fixed amplitude for the surface floater motion is ...
... coordinates of the Finite Element Mesh which represents the pipe geometry . Within the framework of state - of- the - art methods for numerical response calculations , application of a fixed amplitude for the surface floater motion is ...
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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