Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 302
... component is actually a subsystem of r components connected in parallel , the system be- comes a redundant consecutive - k - out - of - n : F system . When r = 1 , a redundant consecutive - k - out - of - n : F system becomes a regular ...
... component is actually a subsystem of r components connected in parallel , the system be- comes a redundant consecutive - k - out - of - n : F system . When r = 1 , a redundant consecutive - k - out - of - n : F system becomes a regular ...
Page 466
... components of a structure and on the forces to be exerted on each of the components . To reach such a goal designers will have to select the failure probability of each component taking into account the function to be fulfilled , the ...
... components of a structure and on the forces to be exerted on each of the components . To reach such a goal designers will have to select the failure probability of each component taking into account the function to be fulfilled , the ...
Page 468
... components must be aggregated , grouping together the components that are series connected on one hand , and the parallel production loops on the other hand ( see Fig.3 ) . Necessary Capital Investment As the reliability is a long term ...
... components must be aggregated , grouping together the components that are series connected on one hand , and the parallel production loops on the other hand ( see Fig.3 ) . Necessary Capital Investment As the reliability is a long term ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
29 other sections not shown
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added mass amplitude analysis axial behaviour boundary bubble buoy cable calculated Campos Basin coefficients compliant tower components configuration crane vessels cylinder damping model damping ratio developed direction displacement distribution domain drag coefficient drag force dynamic response effect Engineering equation estimated experimental Figure floating flow fluid heave motion hydrodynamic hydrodynamic damping installation interaction internal wave irregular waves Karunakaran length linear load matrix measured method modal mode model testing module natural frequency natural period nondimensional nonlinear obtained Ocean Offshore Structures operations oscillation parameters peak pipe pipeline platform pontoon potential predicted pressure ratio Rayleigh Rayleigh distribution resonant riser rotation second-order semisubmersible ship shown simulation spectra spectrum stiffness Stirling engine subsea surge tank technique tendon tension tethers transfer function values vector velocity velocity potential vertical vessel vibration water depth wave force wave height wave period