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 175
... failure function obtained for mode i after formation of the k ́th hinge , the system probability of failure can be approximated by P1 = P ( U Ո ( r ≥ 0 } ) 2 i = 1 , .. l k = 1 , . . m ( i ) The intersection is taken over all the m ...
... failure function obtained for mode i after formation of the k ́th hinge , the system probability of failure can be approximated by P1 = P ( U Ո ( r ≥ 0 } ) 2 i = 1 , .. l k = 1 , . . m ( i ) The intersection is taken over all the m ...
Page 182
... probabilities . The intact and missing line cases were recomputed allowing for multiple failure points along the lines . RESULTS Component Reliability The probability of component failure , conditional on the significant wave height ...
... probabilities . The intact and missing line cases were recomputed allowing for multiple failure points along the lines . RESULTS Component Reliability The probability of component failure , conditional on the significant wave height ...
Page 272
... failure ЧІРІМ * SW Mom . Wave Mom . Fig . 8 - Sensitivity of ẞ in relation to different variables as a function of ... probability of failure of 8.72E - 4 , which is in the typical range that one may expect . In general there is a high ...
... failure ЧІРІМ * SW Mom . Wave Mom . Fig . 8 - Sensitivity of ẞ in relation to different variables as a function of ... probability of failure of 8.72E - 4 , which is in the typical range that one may expect . In general there is a high ...
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