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 149
amplitude normal to the pipeline , Uc is the steady current normal to the pipeline , and O is the phase angle of the wave force that maximises wt in Equation 1. This traditional static approach is referred to as the Level 1 approach by ...
amplitude normal to the pipeline , Uc is the steady current normal to the pipeline , and O is the phase angle of the wave force that maximises wt in Equation 1. This traditional static approach is referred to as the Level 1 approach by ...
Page 155
Thus , the overall pipeline reliability can be obtained combining the reliability of all the sections along the pipeline for which the probability distribution of the weight response is different , whether due to wave and current ...
Thus , the overall pipeline reliability can be obtained combining the reliability of all the sections along the pipeline for which the probability distribution of the weight response is different , whether due to wave and current ...
Page 291
9 Specific defects along the 0-20 km segment of " Ta - Mu " pipeline Conditional probability of failure ( CPF ) 003 0.04 CONCLUSION 1. Considering maintenance as control of random functions of deterioration and renewal of a pipeline ...
9 Specific defects along the 0-20 km segment of " Ta - Mu " pipeline Conditional probability of failure ( CPF ) 003 0.04 CONCLUSION 1. Considering maintenance as control of random functions of deterioration and renewal of a pipeline ...
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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 steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind