## 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

It is now observed that equation ( 11 ) leads to the result that the ratio vede ( z ) / fz ( z ) is equal to a constant independent of the

It is now observed that equation ( 11 ) leads to the result that the ratio vede ( z ) / fz ( z ) is equal to a constant independent of the

**response**level z . Hence we may write 1 ( u - 2 ) 2 fz ( u ) = exp ( 20 ) 202 In view of this we ...Page 299

Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering June 3-8 , 2001 , Rio de Janeiro , Brazil STOCHASTIC

Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering June 3-8 , 2001 , Rio de Janeiro , Brazil STOCHASTIC

**RESPONSE**OF OFFSHORE STRUCTURES BY A NEW APPROACH TO STATISTICAL CUBICIZATION ...Page 388

Dynamic

Dynamic

**response**of. For Upper Angle For Lower Angle -10.0 16.0 8.0 12.0 -in xz - plane --- in yz - plane + in xz - plane - in yz - plane 6.0 4.0 8.0 2.0 4.04 DO Angle ( degree ) -200 - 100 100 200 2.0 - 150 -100 50 100 150 200 4.0 -4.0 ...### 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