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FREE SPANNING PIPELINEMULTISPAN PROJECTS
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS
Kim J Mørk
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amplitude analysis applied assumed beam bending body bottom boundary calculated characteristics clad coefficient collapse compared condition considered corrosion deflection deformation depth developed diameter direction displacement distribution dynamic effect elastic element Engineering equation estimated evaluated experiment experimental factor failure fatigue Figure floating structure flow force frequency function given impact incident increase internal Japan length limit load mass material maximum mean measured mechanical Mega-Float method mode mooring motion natural normal numerical observed obtained Offshore operation parameters performed period phase pipe pipeline plate potential prediction present pressure probability Project pump range reduced REFERENCES region relative reliability requirements Research respectively response safety seabed shown shows side span steel strain strength stress surface Table temperature thickness turbulence uncertainty unit velocity vertical wave wave height welding wind