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 270
... depends on the seismotectonic ( earthquake sources ) environment ( for strike slip sources ε = 1.0 and for subduction zone sources & ≈ 0.8 ) . y is a factor that depends on the local geology and soil conditions ( y = 1.8 for deep soft ...
... depends on the seismotectonic ( earthquake sources ) environment ( for strike slip sources ε = 1.0 and for subduction zone sources & ≈ 0.8 ) . y is a factor that depends on the local geology and soil conditions ( y = 1.8 for deep soft ...
Page 286
... depends on the natural and technological environment in which the structure ( in our case , a pipeline ) operates . The renewal process is a discrete random process and depends on maintenance policy ( strategy ) , quality of inspection ...
... depends on the natural and technological environment in which the structure ( in our case , a pipeline ) operates . The renewal process is a discrete random process and depends on maintenance policy ( strategy ) , quality of inspection ...
Page 422
... depends on ( i ) the wind stress velocity through the first parameter , ( ii ) the time at which this process arises through the second parameter , and ( iii ) the effect of gravity through the third parameter . This last parameter also ...
... depends on ( i ) the wind stress velocity through the first parameter , ( ii ) the time at which this process arises through the second parameter , and ( iii ) the effect of gravity through the third parameter . This last parameter also ...
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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