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 63
Page 152
... normal to the pipeline is the maximum of the normal components of the extremes for all the sectors . Design guidelines then offer some recommendations on how these values can be combined to obtain the joint wave and current criteria ...
... normal to the pipeline is the maximum of the normal components of the extremes for all the sectors . Design guidelines then offer some recommendations on how these values can be combined to obtain the joint wave and current criteria ...
Page 172
... normal Log - normal 433.1 9 286.7 9 E ( N / mm2 ) SM , ( mm3 ) Normal log - Normal 212992 3.41612 x 1010 25 b , ( mm ) Normal 907.5 1 tp ( mm ) Normal 19.5 2 W h ( mm ) Normal 292 2 tw ( mm ) Normal 11.5 2 bf Þf ( mm ) Normal 4800 2 t ...
... normal Log - normal 433.1 9 286.7 9 E ( N / mm2 ) SM , ( mm3 ) Normal log - Normal 212992 3.41612 x 1010 25 b , ( mm ) Normal 907.5 1 tp ( mm ) Normal 19.5 2 W h ( mm ) Normal 292 2 tw ( mm ) Normal 11.5 2 bf Þf ( mm ) Normal 4800 2 t ...
Page 206
... Normal 1.0 cm 0.05 T2 ( lower plate ) Normal 1.0 cm 0.05 I1 ( web ) Normal 8.333e4 cm * 0.05 11⁄2 ( girder ) Normal 8.333e4 cm * 0.05 J1 ( web ) Normal 33.33 cm * 0.05 J2 ( girder ) Normal 33.33 cm1 0.05 A1 ( web ) Normal 100 cm2 0.05 ...
... Normal 1.0 cm 0.05 T2 ( lower plate ) Normal 1.0 cm 0.05 I1 ( web ) Normal 8.333e4 cm * 0.05 11⁄2 ( girder ) Normal 8.333e4 cm * 0.05 J1 ( web ) Normal 33.33 cm * 0.05 J2 ( girder ) Normal 33.33 cm1 0.05 A1 ( web ) Normal 100 cm2 0.05 ...
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