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 130
... internal to the caisson , as the diameter is dictated by space requirements for the conductors . Case ( 2 ) represents a monopod with external conductors and risers , where it is structurally efficient to vary the diameter of the ...
... internal to the caisson , as the diameter is dictated by space requirements for the conductors . Case ( 2 ) represents a monopod with external conductors and risers , where it is structurally efficient to vary the diameter of the ...
Page 141
... Internal Bending Moment 0 3.5 Portal base ( Jack - up 3 ) 20 Distance below water level ( m ) Left Leg Right Leg 40 Mudline Fig . 6 : Wave height exponent distributions for global and internal moment Influence of Jack - up Base ...
... Internal Bending Moment 0 3.5 Portal base ( Jack - up 3 ) 20 Distance below water level ( m ) Left Leg Right Leg 40 Mudline Fig . 6 : Wave height exponent distributions for global and internal moment Influence of Jack - up Base ...
Page 143
... internal a value is approximately 3.0 for both legs , which coincides with the value for the global moment at mudline . Jack - up 2 and the portal section of Jack - up 3 show greater variability in the internal a value , particularly in ...
... internal a value is approximately 3.0 for both legs , which coincides with the value for the global moment at mudline . Jack - up 2 and the portal section of Jack - up 3 show greater variability in the internal a value , particularly in ...
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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