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 177
respectively . Aw = wi + 1 −wi , A0 = 0k + 1-0k . The assump- tion of an equidistant discretization is adopted for simpli- city and is not essential . The formulas can easily be modi- fied to cover the situation of nonequidistant ...
respectively . Aw = wi + 1 −wi , A0 = 0k + 1-0k . The assump- tion of an equidistant discretization is adopted for simpli- city and is not essential . The formulas can easily be modi- fied to cover the situation of nonequidistant ...
Page 260
... respectively . The average repair ( only ) time per failure was 10.6 , 12.2 and 11.3 hours per failure on the surface , running and wellhead phases , respectively . Thus this activity is similar for the different phases and the reason ...
... respectively . The average repair ( only ) time per failure was 10.6 , 12.2 and 11.3 hours per failure on the surface , running and wellhead phases , respectively . Thus this activity is similar for the different phases and the reason ...
Page 445
... respectively . In order to evaluate the collapse moment of a ship - type FPSO , DnV Offshore Standard OS - C102 [ 7 ] ... respectively and of and are the ultimate longitudinal compressive and tensile strengths , respectively . The ...
... respectively . In order to evaluate the collapse moment of a ship - type FPSO , DnV Offshore Standard OS - C102 [ 7 ] ... respectively and of and are the ultimate longitudinal compressive and tensile strengths , respectively . The ...
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