Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 69
Page 130
... increasing load . Smaller values of f2 indicate that strengthening , and hence increasing cross sectional area , are restricted to a smaller zone of the structure near the critical location . Case 1 - Constant Diameter For a caisson ...
... increasing load . Smaller values of f2 indicate that strengthening , and hence increasing cross sectional area , are restricted to a smaller zone of the structure near the critical location . Case 1 - Constant Diameter For a caisson ...
Page 141
... increasing wave height , and hence is one measure of the inherent variability of the environmental loading . It is not unusual to assume a≈ 2.2 ( eg . Refs . 2 and 3 ) . However , the value of a will be shown to depend on a number of ...
... increasing wave height , and hence is one measure of the inherent variability of the environmental loading . It is not unusual to assume a≈ 2.2 ( eg . Refs . 2 and 3 ) . However , the value of a will be shown to depend on a number of ...
Page 278
... increasing function of the input fuzzy variable then increasing branch is used in calculating the increasing branch of Z or vice versa . The resistance variable R and S can be transformed into Gaussian fuzzy numbers by using Eq.7 , Eq ...
... increasing function of the input fuzzy variable then increasing branch is used in calculating the increasing branch of Z or vice versa . The resistance variable R and S can be transformed into Gaussian fuzzy numbers by using Eq.7 , Eq ...
Other editions - View all
Common terms and phrases
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