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
... excitation at and around MWL . The fatigue damage at TDP is caused by dynamics caused by vessel motion . The fatigue life of different cross - sections are : At MWL At TDP 312 years 1930 years The fatigue life at mean water level ( MWL ) ...
... excitation at and around MWL . The fatigue damage at TDP is caused by dynamics caused by vessel motion . The fatigue life of different cross - sections are : At MWL At TDP 312 years 1930 years The fatigue life at mean water level ( MWL ) ...
Page 299
... excitation process by n - dimensional unit impulse response functions , usually referred to as " kernels " . For a polynomial - type nonlinearity , kernels of various order can be readily found as functions of the first - order impulse ...
... excitation process by n - dimensional unit impulse response functions , usually referred to as " kernels " . For a polynomial - type nonlinearity , kernels of various order can be readily found as functions of the first - order impulse ...
Page 305
... excitation . A good agreement is noted between the approximate solution and the digital simulation data for moderate sea states , that is for V = 15+ 27.5 m / sec , with a significant reduction of computation time to the extent of three ...
... excitation . A good agreement is noted between the approximate solution and the digital simulation data for moderate sea states , that is for V = 15+ 27.5 m / sec , with a significant reduction of computation time to the extent of three ...
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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