## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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The fatigue is critical at MWL due to the increased dynamics caused by direct wave

The fatigue is critical at MWL due to the increased dynamics caused by direct wave

**excitation**at and around MWL . The fatigue damage at TDP is caused by dynamics caused by vessel motion . The fatigue life of different cross - sections ...Page 299

... the frequency range of the

... the frequency range of the

**excitation**spectrum . Moreover , recent studies have shown that the non - Gaussianity of the structural response can have considerable effects on the probability of failure , due to fatigue [ 8,9,10 ) or ...Page 305

( 12 ) the Morison drag force is a symmetric function of the response and the total inertia load , F , ( e ) , is a Gaussian

( 12 ) the Morison drag force is a symmetric function of the response and the total inertia load , F , ( e ) , is a Gaussian

**excitation**. A good agreement is noted between the approximate solution and the digital simulation data for ...### 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