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 42
However , this depends on the hardness of the diluting water ( Uhlig , 1963 ) . If the concentration of the ... depend on the hardness of the diluting waters . If the diluting waters are soft , they will produce a lower level of ...
However , this depends on the hardness of the diluting water ( Uhlig , 1963 ) . If the concentration of the ... depend on the hardness of the diluting waters . If the diluting waters are soft , they will produce a lower level of ...
Page 270
... depends on the return period that is used to define the design earthquake ( Tr - 100 - year , ZD - 2.33 and Tr - 200 ... depend on the structure materials , configuration and proportioning . Bo is a directive of the desired or accepted ...
... depends on the return period that is used to define the design earthquake ( Tr - 100 - year , ZD - 2.33 and Tr - 200 ... depend on the structure materials , configuration and proportioning . Bo is a directive of the desired or accepted ...
Page 422
... depend intrinsically on both the wind speed and the time . The transfer of momentum occurs as a result of a local equilibrium and the effect of wind appears indirectly through the energy . Thus through the first parameter , and ( ii ) ...
... depend intrinsically on both the wind speed and the time . The transfer of momentum occurs as a result of a local equilibrium and the effect of wind appears indirectly through the energy . Thus through the first parameter , and ( ii ) ...
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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