Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 381
... failure , reliability indices of individual components and failure paths etc , a strategy for ordering of failure elements is derived . Enumeration from each node of the tree follows the order of importance of components and it is ...
... failure , reliability indices of individual components and failure paths etc , a strategy for ordering of failure elements is derived . Enumeration from each node of the tree follows the order of importance of components and it is ...
Page 382
... failed state ) , the partial failure path with the highest probability Pat Level ( J - 1 ) is chosen for further branching . New failure paths are formed by combining the chosen path in turn with one additional element ( the Jh element ) ...
... failed state ) , the partial failure path with the highest probability Pat Level ( J - 1 ) is chosen for further branching . New failure paths are formed by combining the chosen path in turn with one additional element ( the Jh element ) ...
Page 387
... failure path . Branching Criterion Once branchings from a failure path are stopped , a next partial failure path is to be chosen for further branching . For this purpose , unlike the Branch - and - Bound method , any partial failure ...
... failure path . Branching Criterion Once branchings from a failure path are stopped , a next partial failure path is to be chosen for further branching . For this purpose , unlike the Branch - and - Bound method , any partial failure ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power