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 74
... return periods are NOT specified as fixed values . First , the DLE return period is determined such that the platform meets the target annual probability of failure . Second , the SLE return period is determined from consideration of ...
... return periods are NOT specified as fixed values . First , the DLE return period is determined such that the platform meets the target annual probability of failure . Second , the SLE return period is determined from consideration of ...
Page 75
... return period ) can be read from the seismic hazard curve . Next , the DLE spectral acceleration is divided by Seismic Reserve Capacity Factor ( C , ) to obtain the SLE spectral acceleration . Again , the SLE annual probability of ...
... return period ) can be read from the seismic hazard curve . Next , the DLE spectral acceleration is divided by Seismic Reserve Capacity Factor ( C , ) to obtain the SLE spectral acceleration . Again , the SLE annual probability of ...
Page 154
... Return period ( years ) 10 10 ' Figure 6 : Return periods of the wave - induced or steady currents associated with the 100 - year return - period value of respectively the steady or wave - induced ( ' dominant ' ) parameter , for the ...
... Return period ( years ) 10 10 ' Figure 6 : Return periods of the wave - induced or steady currents associated with the 100 - year return - period value of respectively the steady or wave - induced ( ' dominant ' ) parameter , for the ...
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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