Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 156
... approach for structural analysis because it follows the traditional approach of the scientific method of confirmation of theoretical prediction with test results . Integrated statistical and reliability analysis can be defined as an ...
... approach for structural analysis because it follows the traditional approach of the scientific method of confirmation of theoretical prediction with test results . Integrated statistical and reliability analysis can be defined as an ...
Page 344
... approach adopted was to carry out structural analysis on specific representative pipes , and use the results to identify the critical limit states for damage and collapse , and the most important loading parameters . Based on these ...
... approach adopted was to carry out structural analysis on specific representative pipes , and use the results to identify the critical limit states for damage and collapse , and the most important loading parameters . Based on these ...
Page 347
CONCLUDING REMARKS - Substantial benefits can be gained from applying an integrated engineering optimization approach of the planning stages of an arctic offshore pipeline . The approach must be based on a probabilistic characterization ...
CONCLUDING REMARKS - Substantial benefits can be gained from applying an integrated engineering optimization approach of the planning stages of an arctic offshore pipeline . The approach must be based on a probabilistic characterization ...
Contents
OFFSHORE MECHANICS | 3 |
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
Copyright | |
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analysis applied Arctic areas assumed axial bending bottom boundary calculated caused coefficient combined compared Conference considered corrosion crack cylinder depth determined developed diameter direction displacement drag effect element Engineering equation example experimental experiments field Figure flow free span frequency function given ground hydrodynamic increase influence installation International layer leak detection length lift force limit liquid load material maximum mean measured Mechanics metal method monitoring movement normal obtained Offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure properties range ratio regular waves relative resistance response riser roughness sand scour seabed shown shows simulated soil solution steel strain stress structural surface Table technique temperature thickness tion values variation velocity wall wave welding