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 4
... static loads . Maximum static top tension is 2361 KN . Touch down length is 140m in vessel far position . Maximum von mises stress is 261 MPa near touch down area in vessel near position as shown in Fig 3 . Fatique Limit State In this ...
... static loads . Maximum static top tension is 2361 KN . Touch down length is 140m in vessel far position . Maximum von mises stress is 261 MPa near touch down area in vessel near position as shown in Fig 3 . Fatique Limit State In this ...
Page 389
... static ) to the right , Chen ( 2001 ) Angle DAF for Lower angle Figure 5. Dynamic response of riser top angle to low - frequency vessel motion . Response angle in degrees ( left ) and dynamic amplification factor ( max dynamic / static ) ...
... static ) to the right , Chen ( 2001 ) Angle DAF for Lower angle Figure 5. Dynamic response of riser top angle to low - frequency vessel motion . Response angle in degrees ( left ) and dynamic amplification factor ( max dynamic / static ) ...
Page 396
... ( static or dynamic ) line response includes both catenary effect and the axial stiffness of the line . The latter term is dominant in taut or semi - taut fibre rope mooring systems now being used in deep waters . A practical model , that ...
... ( static or dynamic ) line response includes both catenary effect and the axial stiffness of the line . The latter term is dominant in taut or semi - taut fibre rope mooring systems now being used in deep waters . A practical model , that ...
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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