## 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 123

P , ( T ) = Jelmo , 1.5 ) ole ) " Jom lavedlevado , ] BL PIH a gaul ( PH ) ( ( 16 ) x - ya jar ( pon ) T ) Substituting from

P , ( T ) = Jelmo , 1.5 ) ole ) " Jom lavedlevado , ] BL PIH a gaul ( PH ) ( ( 16 ) x - ya jar ( pon ) T ) Substituting from

**equation**( 1 ) for plw , o , 15 ) this becomes у 0 0 This exponential relationship is typical of PoD curves and ...Page 151

Figure 2 : Predicted weight response (

Figure 2 : Predicted weight response (

**Equation**3 ) versus simulated response for the 350 parameter set . ... ai , followed from a solution in the least squares sense to the over - determined system of**equations**XA = R , where X is the ...Page 371

CIRIA's

CIRIA's

**equation**is KT redundancy of structure , Bo is base safety factor . Based on this**equation**B = 3.5 is obtained for semisubmersible by taking T = 20 . This proposed**equation**presents strict safety target as CIRIA .### What people are saying - Write a review

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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 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