## 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 375

Within a probabilistic context , the joint modelling of the current magnitude and surface floater

Within a probabilistic context , the joint modelling of the current magnitude and surface floater

**motions**must be ... Single value of floater**motion**amplitude and long - term distribution of current Separate long - term probability ...Page 377

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

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

Dynamic response of riser top angle to low - frequency vessel

Dynamic response of riser top angle to low - frequency vessel

**motion**. Response angle in degrees ( left ) and dynamic amplification factor ( max dynamic / static ) to the right , Chen ( 2001 ) Angle DAF for Lower angle Figure 5.### 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