## 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 123

P , ( T ) = a saiz ( PH ) P18 ( a dadLdwdo , ( 16 ) Ő xe seulpoolt ) Substituting from

Ldwdo , ( arcul pop ) - ( 17 ) Substituting the above expression into

...

P , ( T ) = a saiz ( PH ) P18 ( a dadLdwdo , ( 16 ) Ő xe seulpoolt ) Substituting from

**equation**( 1 ) for plw , o , 15 ) this becomes P5 ( 7 ) = a pais ( PH ) Piw ( a ) dadLdwdo , ( arcul pop ) - ( 17 ) Substituting the above expression into

**equation**( 9 )...

Page 151

0 m / s Table 1 : Range of environmental parameters and their ranges used in the

pipeline simulations . Figure 2 : Predicted weight response (

simulated response for the 350 parameter set . A number of simple candidate ...

0 m / s Table 1 : Range of environmental parameters and their ranges used in the

pipeline simulations . Figure 2 : Predicted weight response (

**Equation**3 ) versussimulated response for the 350 parameter set . A number of simple candidate ...

Page 371

CIRIA ' S

is base safety factor . Based on this

semisubmersible by taking T = 20 . This proposed

target as ...

CIRIA ' S

**equation**is of CIRIA ' S Jarger , intal value redundancy of structure , Bois base safety factor . Based on this

**equation**B = 3 . 5 is obtained forsemisubmersible by taking T = 20 . This proposed

**equation**presents strict safetytarget as ...

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### Common terms and phrases

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