## 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 247

Stokes V * Taylor 2nd NewWavo 8 10 12 14

Stokes V * Taylor 2nd NewWavo 8 10 12 14

**Horizontal**velocity ( m / s ) 3a Depth = 42 m Stream IV Stokes V Taylor 2nd NewWave 2 6 8 10 12 14**Horizontal**velocity ( m / s ) 3b Depth = 70 m Stream III Stokes V Taylor 2nd • New Wave 2 6 8 10 ...Page 273

The uncertainty associated to local geology and soil conditions were taken to be 0.5 , this one corresponds to seismic environment ( standard deviation of the logarithm of G , peak

The uncertainty associated to local geology and soil conditions were taken to be 0.5 , this one corresponds to seismic environment ( standard deviation of the logarithm of G , peak

**horizontal**acceleration ground motion ) was evaluated ...Page 364

That is , when the element ends up to some specified number pq , e.g. , element ends ni , 53 , Saq have failed and the total structure stiffness matrix K ) satisfies the following condition , structureal failure results :

That is , when the element ends up to some specified number pq , e.g. , element ends ni , 53 , Saq have failed and the total structure stiffness matrix K ) satisfies the following condition , structureal failure results :

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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