## 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 377

Each of these sets corresponds to a specific combination of current velocity and vessel motion

Each of these sets corresponds to a specific combination of current velocity and vessel motion

**amplitude**. For each of the sets , corresponding result statistics are generated by the load and response analysis programs .Page 389

Upper angle ( deg ) 30 10.00 20 10 5.00 0 0.00 10 20 30 40 50 60 0 10 20 30 40 50 60

Upper angle ( deg ) 30 10.00 20 10 5.00 0 0.00 10 20 30 40 50 60 0 10 20 30 40 50 60

**Amplitude**od vessel motion ( m ) ... BASED ON RISER RESPONSE CRITERIA : ILLUSTRATION computed as function of wave**amplitudes**ranging from 1 to 5 meters .Page 417

MONOCHROMATIC WAVE -3 10 1 11 12 13 14 is 16 17 18 19 20 time 1 ( s ) Hilbert

MONOCHROMATIC WAVE -3 10 1 11 12 13 14 is 16 17 18 19 20 time 1 ( s ) Hilbert

**amplitude**spectrum 20 signal z ( t ) 18 IMWWW M 16 14 IMF 12 010 ( 1-3 ) 0.08 I 10 ( 1 ) ( cm ) 3 0 8 0.08 0.10 6 V IMF , 2 IMM no ( cm ) 0 10 12 13 14 15 16 ...### 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