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 129
... diameter of the structure , given that the change in diameter is not large enough to affect either the value of a , or the location of the critical section . This will generally be true in practice . If the diameter of the cost ...
... diameter of the structure , given that the change in diameter is not large enough to affect either the value of a , or the location of the critical section . This will generally be true in practice . If the diameter of the cost ...
Page 130
... diameter ( D ) remains constant , and the wall thickness ( t ) is varied or 2. D is varied and the ratio D / t is held constant . Case ( 1 ) is realistic for a monopod with conductors internal to the caisson , as the diameter is ...
... diameter ( D ) remains constant , and the wall thickness ( t ) is varied or 2. D is varied and the ratio D / t is held constant . Case ( 1 ) is realistic for a monopod with conductors internal to the caisson , as the diameter is ...
Page 150
... diameter to achieve the required stability . This was not undertaken in this analysis in order to reduce the computational time of the calculations , and also because the additional weight required to account for the increased forces ...
... diameter to achieve the required stability . This was not undertaken in this analysis in order to reduce the computational time of the calculations , and also because the additional weight required to account for the increased forces ...
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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