## 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 197

The

There are 1 and 10 crack sites assumed in the system . The case with one only

crack site is used to help validate the results for the system analysis . The

probability of ...

The

**simulation**was run with 1 , 000 , 000 sample points for each crack site .There are 1 and 10 crack sites assumed in the system . The case with one only

crack site is used to help validate the results for the system analysis . The

probability of ...

Page 305

A Chicuation Lincarication Stration EX ) EXI * Cubictation Linearization

columns L = 80m Diameter of the columns D = 2 . 6 m Mean wetted length for

each1 ...

A Chicuation Lincarication Stration EX ) EXI * Cubictation Linearization

**Simulation**Vimba ) V [ med Water depth in still water d = 72 m Total length of thecolumns L = 80m Diameter of the columns D = 2 . 6 m Mean wetted length for

each1 ...

Page 393

The assessment of a mooring system usually involves a combination of model

testing and numerical

a common method . This technique allows to account for the randomness of ...

The assessment of a mooring system usually involves a combination of model

testing and numerical

**simulations**. for which time domain**simulation**is nowadaysa common method . This technique allows to account for the randomness of ...

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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