## 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 178

Hence we may write ( 20 ) 21 Ow 202 In view of this we may now extend

equation 3 to include the

= f2 ( z ) ( 25 ) Ztor ( t ) = Zi ( t ) + 22 ( t ) + Zw ( t ) = 212 ( t ) + Zw ( t ) ( 21 ) The pdf

of the ...

Hence we may write ( 20 ) 21 Ow 202 In view of this we may now extend

equation 3 to include the

**combined**wave - and wind induced response Vito ( z )= f2 ( z ) ( 25 ) Ztor ( t ) = Zi ( t ) + 22 ( t ) + Zw ( t ) = 212 ( t ) + Zw ( t ) ( 21 ) The pdf

of the ...

Page 212

, the problem of shell collapse under the

and pressure is treated in this paper using an interaction approach .

**Combined**Axial Compression and Pressure As in the case of most design codes, the problem of shell collapse under the

**combined**action of axial compressionand pressure is treated in this paper using an interaction approach .

Page 360

11 ) = P , ( 01 / ) ( 4 ) where Po = P , = or An Ap = Di ( 5 ) Then , fully plastic

strength of the perforated tube under

force is expressed in the following form . M / M , = ( sin ( 0 N2 ) cos { ( 11 / 2 ) ( P /

P ...

11 ) = P , ( 01 / ) ( 4 ) where Po = P , = or An Ap = Di ( 5 ) Then , fully plastic

strength of the perforated tube under

**combined**with bending moment and axialforce is expressed in the following form . M / M , = ( sin ( 0 N2 ) cos { ( 11 / 2 ) ( P /

P ...

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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