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 104
... figure L = 2π / μ11 = 2π / μ12 . Тwо curves are shown , one corresponds to the full solution for the wavemaker wave ... ( Figure 3 ) or 2.0 ( Figure 4 ) . In each figure , the = values corresponding to h / L = 0.0 are the monochromatic ...
... figure L = 2π / μ11 = 2π / μ12 . Тwо curves are shown , one corresponds to the full solution for the wavemaker wave ... ( Figure 3 ) or 2.0 ( Figure 4 ) . In each figure , the = values corresponding to h / L = 0.0 are the monochromatic ...
Page 111
... Figure 5 presents the observed and fitted spectral variations of SF ( f ) for the case fp = 0.5 Hz based upon the derived CM value and CD set to 0.8 . Frequency - dependent Force Coefficients Figure 6 presents the coherence function ...
... Figure 5 presents the observed and fitted spectral variations of SF ( f ) for the case fp = 0.5 Hz based upon the derived CM value and CD set to 0.8 . Frequency - dependent Force Coefficients Figure 6 presents the coherence function ...
Page 421
... FIGURE 12. JOINT DEFORMATION PATTERN FOR PLANE AND 3D JOINTS ( MAGNIFICATION X3 ) , B = 0.6 bolto = 23.8 and Figure 11 shows this again for the slenderness of 41.7 . These figures display the stiffening effect and enhancement in ...
... FIGURE 12. JOINT DEFORMATION PATTERN FOR PLANE AND 3D JOINTS ( MAGNIFICATION X3 ) , B = 0.6 bolto = 23.8 and Figure 11 shows this again for the slenderness of 41.7 . These figures display the stiffening effect and enhancement in ...
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 |
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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