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 182
... Failure can then occur in any of the three lines initially , and subsequently one of the remaining lines will fail . The computation of system failure probabilities is then a straightforward combination of intact and one line missing ...
... Failure can then occur in any of the three lines initially , and subsequently one of the remaining lines will fail . The computation of system failure probabilities is then a straightforward combination of intact and one line missing ...
Page 233
... failure probability of the dominant failure path is about 1/24 of the dominant component failure probability . It is noted that the dominant failure path contains the element end which has small failure probability in component ...
... failure probability of the dominant failure path is about 1/24 of the dominant component failure probability . It is noted that the dominant failure path contains the element end which has small failure probability in component ...
Page 272
... failure of the plate between stiffeners , by failure of the stiffener towards the plate or away from the plate , by stiffener tripping and by global failure of the whole panel [ 19 , 20 ] . Stiffened plates are normally designed so that ...
... failure of the plate between stiffeners , by failure of the stiffener towards the plate or away from the plate , by stiffener tripping and by global failure of the whole panel [ 19 , 20 ] . Stiffened plates are normally designed so that ...
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