Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 79
... Drag Coefficient vs KC ( Two - Cylinders in Tandem , £ = 3D ) Figure 9 Inertia Coefficient vs Spacing , a ( Upstream Cylinder for Two - Cylinders in Tandem ) 00 3 2.5 2 CD 1.5 1 0.5 upstream downstream 0 0 3 6 9 12 15 α 0 3 6 9 12 KC ...
... Drag Coefficient vs KC ( Two - Cylinders in Tandem , £ = 3D ) Figure 9 Inertia Coefficient vs Spacing , a ( Upstream Cylinder for Two - Cylinders in Tandem ) 00 3 2.5 2 CD 1.5 1 0.5 upstream downstream 0 0 3 6 9 12 15 α 0 3 6 9 12 KC ...
Page 473
... drag coefficient of the structure in this mode of oscillation . Small values of the drag force complicate experimental estimation in a laboratory due to the dominating inertial force . Model tests conducted at the University of Michigan ...
... drag coefficient of the structure in this mode of oscillation . Small values of the drag force complicate experimental estimation in a laboratory due to the dominating inertial force . Model tests conducted at the University of Michigan ...
Page 477
... drag coefficients fall in a line which has the same slope as the laminar theory line , but at a higher intercept value on a log - log scale . Bearman ( 1992 ) mentions no transition at different ẞ values ( 14371 - 29014 ) in a KC range ...
... drag coefficients fall in a line which has the same slope as the laminar theory line , but at a higher intercept value on a log - log scale . Bearman ( 1992 ) mentions no transition at different ẞ values ( 14371 - 29014 ) in a KC range ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic cylinder diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic hydrodynamic force incident wave integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures OMAE oscillating parameters peak pile platform pontoons predicted propagation random wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind