## 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 75

As Table 7 shows , the

As Table 7 shows , the

**range**of scale factors ( Factor 1 x Factor 2 ) calculated for L3 platforms is 0.67-0.96 . For L2 platforms , the**range**of scale factors is 1.10-1.20 , i.e. , this is the**range**of Factor 2 in Table 7 since the ...Page 195

Hancock et al 1986 ref [ 8 ] , have found empirically that a Weibull distribution with shape and scale parameters , B and A respectively , describes well the long term stress

Hancock et al 1986 ref [ 8 ] , have found empirically that a Weibull distribution with shape and scale parameters , B and A respectively , describes well the long term stress

**range**distribution assuming a narrow banded process ...Page 436

In the evaluation of the dynamic stress

In the evaluation of the dynamic stress

**range**levels , both the global ( 40 m ) and local ( 10p ) dynamic stress ... total response in terms of the stress**range**resulting from the combination of global and the local stress**ranges**that ...### 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 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 storm strength stress structure surface Table theory typical uncertainty variables wave height wind