Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 192
initial defect eventually present at some critical location . Fig . 9 shows the ranges ( between the average and the maximum over 10 ' simulations ) of possible fatigue crack growth as a function of the initial defect size , for both a ...
initial defect eventually present at some critical location . Fig . 9 shows the ranges ( between the average and the maximum over 10 ' simulations ) of possible fatigue crack growth as a function of the initial defect size , for both a ...
Page 300
... defect to several human errors and vice versa exist . This is indeed what we have learned from analyses of event reports and discussions with offshore experts . A correlation matrix averaged over the input from several experts gives the ...
... defect to several human errors and vice versa exist . This is indeed what we have learned from analyses of event reports and discussions with offshore experts . A correlation matrix averaged over the input from several experts gives the ...
Page 301
... defects which may be present in the structure are identified . As a third step , the ranked order of the defects is produced based on : number of links between the user entered defect and potential defects the probability of the link ...
... defects which may be present in the structure are identified . As a third step , the ranked order of the defects is produced based on : number of links between the user entered defect and potential defects the probability of the link ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile