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 194
... loading ) and if not found and repaired , it is possible that they will lead to fracture collapse under extreme loading . System effects are considered with members subjected to different loading and having different material properties ...
... loading ) and if not found and repaired , it is possible that they will lead to fracture collapse under extreme loading . System effects are considered with members subjected to different loading and having different material properties ...
Page 196
... loading , and when they see a high load due to extreme environmental and loading conditions , they might lead to fracture and hence failure of the ship . Only one crack is needed to cause failure , hence a weakest link model is the most ...
... loading , and when they see a high load due to extreme environmental and loading conditions , they might lead to fracture and hence failure of the ship . Only one crack is needed to cause failure , hence a weakest link model is the most ...
Page 270
... loading capacity of the structure . Fe is the factor that recognizes the combination of the transient earthquake induced loading and the nonlinear hysteretic performance characteristics of the structure . M is the total effective mass ...
... loading capacity of the structure . Fe is the factor that recognizes the combination of the transient earthquake induced loading and the nonlinear hysteretic performance characteristics of the structure . M is the total effective mass ...
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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