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Administration of Safety Legislation in the Newfoundland Offshore Area
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analysis applied approach assessment associated assumed bending brace calculated capacity causes characteristics coefficient combination components connections considered correlation corresponding corrosion cost crack crest damage defined described detection determined developed distribution effect element Engineering environmental equation error estimated evaluated event example extreme factors failure fatigue Figure fire function given increase indicated initial inspection installation International joint length limit linear load load effect marine material maximum mean measured Mechanics method nonlinear normal observed obtained Offshore operating parameters performed period pipeline platform predicted present probability probability of failure procedure production protection provides ratio reference relative reliability represent response riser risk safety ship shown shows significant simulation standard statistical strength stress structure surface Table uncertainty variables variation wave wave height