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 106
... ratios with a mean value of μ ( X ) = 1 , μ ( s ) is the mean structural damping ratio , Xcd is the uncertainty variable of ca with a mean value of μ ( Xcd ) = 1 , μ ( n ) is the mean value of the hydrodynamic damping ratio for the ...
... ratios with a mean value of μ ( X ) = 1 , μ ( s ) is the mean structural damping ratio , Xcd is the uncertainty variable of ca with a mean value of μ ( Xcd ) = 1 , μ ( n ) is the mean value of the hydrodynamic damping ratio for the ...
Page 129
... ratio of a structure is generally defined as the ratio of ultimate failure load of the structure to the design load . For a monopod structure , where failure occurs at an easily identifiable location , this value may also be considered ...
... ratio of a structure is generally defined as the ratio of ultimate failure load of the structure to the design load . For a monopod structure , where failure occurs at an easily identifiable location , this value may also be considered ...
Page 212
... ratio - R / t [ 100-500 ] . The stringer spacing upon thickness ratio - s / t [ 25-130 ] . The Batdorf width parameter - Zs [ 4-60 ] . The Batdorf length parameter - Z1 [ 10-700 ] . The ring spacing upon radius ratio- L / R [ 0.2-1.6 ] ...
... ratio - R / t [ 100-500 ] . The stringer spacing upon thickness ratio - s / t [ 25-130 ] . The Batdorf width parameter - Zs [ 4-60 ] . The Batdorf length parameter - Z1 [ 10-700 ] . The ring spacing upon radius ratio- L / R [ 0.2-1.6 ] ...
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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