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 284
... cable system as long as during the simulation the cable tension does not go to zero , and the cable does not have any section which is vertical . The simulation will fail in these two cases . The failure in the case of zero tension ...
... cable system as long as during the simulation the cable tension does not go to zero , and the cable does not have any section which is vertical . The simulation will fail in these two cases . The failure in the case of zero tension ...
Page 287
... cable in its span . The moments associated with the distributed hydrodynamic force do not appear because they are of order 8s2 ( Love , 1927 ) . The term J is the matrix of the mass moments of inertia for the segment . If the cable has ...
... cable in its span . The moments associated with the distributed hydrodynamic force do not appear because they are of order 8s2 ( Love , 1927 ) . The term J is the matrix of the mass moments of inertia for the segment . If the cable has ...
Page 288
... cable curvatures , and rotation rates . 5. All three Euler angles have remained as dependent variables . The inclusion of the shear forces in the equations eliminates the singular behavior for zero cable tension . This can be seen by ...
... cable curvatures , and rotation rates . 5. All three Euler angles have remained as dependent variables . The inclusion of the shear forces in the equations eliminates the singular behavior for zero cable tension . This can be seen by ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
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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