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 43
... lift coefficient , Re = 3000 . Case I : S = 0.1667 , A = 0.14 , Re = 4,000 . Experimental data for these parameters are available in Tanida et al . ( 1973 ) . However , they have observed a Strouhal number of 0.16 for stationary ...
... lift coefficient , Re = 3000 . Case I : S = 0.1667 , A = 0.14 , Re = 4,000 . Experimental data for these parameters are available in Tanida et al . ( 1973 ) . However , they have observed a Strouhal number of 0.16 for stationary ...
Page 59
... coefficient of significant inline force ( KG ) 1/3 related to KC number and spacing parameter S / D as well are ... Lift Force on Piles The time history of surface elevation , inline and lift force on pile group are shown in Fig . 6. the ...
... coefficient of significant inline force ( KG ) 1/3 related to KC number and spacing parameter S / D as well are ... Lift Force on Piles The time history of surface elevation , inline and lift force on pile group are shown in Fig . 6. the ...
Page 236
... lift coefficient with respect to the angle of attack , as a function of the ship's length , beam , draft and the midship section coefficient , was presented . It seems that the expression for the slope of the lift coefficient used in ...
... lift coefficient with respect to the angle of attack , as a function of the ship's length , beam , draft and the midship section coefficient , was presented . It seems that the expression for the slope of the lift coefficient used 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