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 245
... New Wave Taylor 2nd 30 4.4 3.6 3.4 3.6 3.7 42 3.0 3.0 3.0 3.0 70 2.4 2.4 2.4 2.4 Depth ( m ) Cnoidal a for Bending Moment at SWL Stream Stokes NewWave Taylor 2nd 30 6.5 6.0 5.3 5.5 5.6 42 4.8 4.7 4.4 4.7 70 4.1 4.1 3.9 4.2 Depth a for ...
... New Wave Taylor 2nd 30 4.4 3.6 3.4 3.6 3.7 42 3.0 3.0 3.0 3.0 70 2.4 2.4 2.4 2.4 Depth ( m ) Cnoidal a for Bending Moment at SWL Stream Stokes NewWave Taylor 2nd 30 6.5 6.0 5.3 5.5 5.6 42 4.8 4.7 4.4 4.7 70 4.1 4.1 3.9 4.2 Depth a for ...
Page 247
... NewWave 10 12 14 8 6 Horizontal velocity ( m / s ) 3b Stream IV Stokes V Taylor 2nd NewWave 10 12 14 Stream III Stokes V Taylor 2nd NewWave 2 6 8 10 12 14 Horizontal velocity ( m / s ) 3c Figure 3 Horizontal velocity distributions Depth ...
... NewWave 10 12 14 8 6 Horizontal velocity ( m / s ) 3b Stream IV Stokes V Taylor 2nd NewWave 10 12 14 Stream III Stokes V Taylor 2nd NewWave 2 6 8 10 12 14 Horizontal velocity ( m / s ) 3c Figure 3 Horizontal velocity distributions Depth ...
Page 248
... NewWave Taylor 2nd NewWave Depth = 42 m Stream IV Stokes V Taylor 2nd NewWave 200 400 600 800 1000 1200 Shear Force ( kN ) 5b Depth = 70 m Stream III --Stokes V Taylor 2nd - NewWave 25 30 35 200 400 600 800 1000 1200 Shear Force ( kN ) ...
... NewWave Taylor 2nd NewWave Depth = 42 m Stream IV Stokes V Taylor 2nd NewWave 200 400 600 800 1000 1200 Shear Force ( kN ) 5b Depth = 70 m Stream III --Stokes V Taylor 2nd - NewWave 25 30 35 200 400 600 800 1000 1200 Shear Force ( kN ) ...
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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