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 152
These velocity spectra were converted into spectra of the wave - induced velocity acting normal to the pipeline , and from these spectra , the significant wave - induced velocity and other parameters were calculated .
These velocity spectra were converted into spectra of the wave - induced velocity acting normal to the pipeline , and from these spectra , the significant wave - induced velocity and other parameters were calculated .
Page 172
Random variables Mean Distribution type Gumbel - I C.O.V. ( % ) 15 Mw ( N.mm ) 2.78282 x 1012 Ms ( N.mm ) Normal 1.31034 x 1012 25 h 433.1 9 9 g " ( N / mm ) g ' ( N / mm ) E ( N / mm ) SM , ( mm ) Log - normal Log - normal Normal log ...
Random variables Mean Distribution type Gumbel - I C.O.V. ( % ) 15 Mw ( N.mm ) 2.78282 x 1012 Ms ( N.mm ) Normal 1.31034 x 1012 25 h 433.1 9 9 g " ( N / mm ) g ' ( N / mm ) E ( N / mm ) SM , ( mm ) Log - normal Log - normal Normal log ...
Page 206
... Normal 1.0 cm 0.05 T2 ( lower plate ) Normal 1.0 cm 0.05 1 ( web ) Normal 8.333e4 cm 0.05 12 ( girder ) Normal 8.333e4 cm 0.05 J ( web ) Normal 33.33 cm 0.05 J2 ( girder ) Normal 33.33 cm 0.05 A ( web ) Normal Sensitivity 0.00E + 00 ...
... Normal 1.0 cm 0.05 T2 ( lower plate ) Normal 1.0 cm 0.05 1 ( web ) Normal 8.333e4 cm 0.05 12 ( girder ) Normal 8.333e4 cm 0.05 J ( web ) Normal 33.33 cm 0.05 J2 ( girder ) Normal 33.33 cm 0.05 A ( web ) Normal Sensitivity 0.00E + 00 ...
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind