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 105
... parameter Weibull or a Log - Normal probability distribution can suitably represent this parameter . The connectivity matrix of the joint flexibility , [ a ] , can be stated as a function of the uncertainty parameters , X , ( for member ...
... parameter Weibull or a Log - Normal probability distribution can suitably represent this parameter . The connectivity matrix of the joint flexibility , [ a ] , can be stated as a function of the uncertainty parameters , X , ( for member ...
Page 286
... parameter ) is deteriorating in time . In order to implement this method of maintenance , it is necessary to know how the pipeline parameters change with time ; i.e. to monitor them . Maintenance can interfere when the parameter reaches ...
... parameter ) is deteriorating in time . In order to implement this method of maintenance , it is necessary to know how the pipeline parameters change with time ; i.e. to monitor them . Maintenance can interfere when the parameter reaches ...
Page 422
... parameter , and ( iii ) the effect of gravity through the third parameter . This last parameter also involves a combination of both cg and e which is a typical sign of the presence of a local equilibrium . The main assumption here will ...
... parameter , and ( iii ) the effect of gravity through the third parameter . This last parameter also involves a combination of both cg and e which is a typical sign of the presence of a local equilibrium . The main assumption here will ...
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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