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 319
An expectation for e ; and a represents an element e ; of an element type az is assessed to a grade H , with a degree of belief of Brilank n = 1 ... , N . A generalised decision matrix Dg with Sle ; ( ar ) ) as its element is ...
An expectation for e ; and a represents an element e ; of an element type az is assessed to a grade H , with a degree of belief of Brilank n = 1 ... , N . A generalised decision matrix Dg with Sle ; ( ar ) ) as its element is ...
Page 322
Safety estimate for element # 13 , 14 , 15 , 20 and 25 become : s ( 213 , 214 , 215 , 220 & 425 ) = { 1 , " good " , 0 , " average " , 0 , " fair " , 0 , " poor " } The safety estimate of the whole design option becomes : s ( s . ) ...
Safety estimate for element # 13 , 14 , 15 , 20 and 25 become : s ( 213 , 214 , 215 , 220 & 425 ) = { 1 , " good " , 0 , " average " , 0 , " fair " , 0 , " poor " } The safety estimate of the whole design option becomes : s ( s . ) ...
Page 376
The calculations are divided into the following main steps : ( i ) Coarse contact search ( beam / beam search ) ( ii ) Re - meshing of beams to surface elements ( if beams are close ) ...
The calculations are divided into the following main steps : ( i ) Coarse contact search ( beam / beam search ) ( ii ) Re - meshing of beams to surface elements ( if beams are close ) ...
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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