## 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

probability ...

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

surface floater

**motions**must be taken into account ... Single value of floater**motion**amplitude and long - term distribution of current Separate long - termprobability ...

Page 377

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

vessel

generated by the load and response analysis programs . Response time series ...

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

vessel

**motion**amplitude . For each of the sets , corresponding result statistics aregenerated by the load and response analysis programs . Response time series ...

Page 389

Figure 4 . Dynamic response of riser top angle to low - frequency vessel

Response angle in degrees ( left ) and dynamic amplification factor ( max

dynamic / static ) to the right , Chen ( 2001 ) Angle DAF for Lower angle Figure 5 .

Figure 4 . 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 .

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind