## 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 20

JONSWAP , T. = 10 , D = 20 1.4 1 1.3 1 1.2 Crest Height / Rayleigh TTT 1.1 1.0 2D Simulation

JONSWAP , T. = 10 , D = 20 1.4 1 1.3 1 1.2 Crest Height / Rayleigh TTT 1.1 1.0 2D Simulation

**SECOND ORDER**SIMULATIONS The model of the sea surface in ...Page 179

V01 ) + O ( eo ) at a02 plr , y , z , t ) = -292 - epat 2 ( 30 ) Accordingly , the

V01 ) + O ( eo ) at a02 plr , y , z , t ) = -292 - epat 2 ( 30 ) Accordingly , the

**second order**pressure can be computed as a sum of two distinctly ...Page 245

4.4 30 42 70 3.6 3.0 2.4 3.4 3.0 2.4 Taylor 2nd 3.7 3.0 2.4 3.6 3.0 2.4 Depth ... With the inclusion of the

4.4 30 42 70 3.6 3.0 2.4 3.4 3.0 2.4 Taylor 2nd 3.7 3.0 2.4 3.6 3.0 2.4 Depth ... With the inclusion of the

**second order**effect in the spectral wave theory ...### 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