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 21
... Tables 2-5 . Table 2 summarises the results as the wave , wind and current forces act on the structure in the same direction with maximum wave , wind and current forces occurring at the same time . Table 2 shows that the steady forces ...
... Tables 2-5 . Table 2 summarises the results as the wave , wind and current forces act on the structure in the same direction with maximum wave , wind and current forces occurring at the same time . Table 2 shows that the steady forces ...
Page 216
Table 4 Table 4 H. Ocean $ 20 and different threshold levels thr Significant wave height Hs ( m ) 20 area thr = 0.20 thr = 0.10 thr = 0.00 1 14.44 14.44 13.43 3 15.93 15.93 14.65 8 15.79 15.79 15.18 9 # 17.15 17.15 16.56 10 14.29 14.29 ...
Table 4 Table 4 H. Ocean $ 20 and different threshold levels thr Significant wave height Hs ( m ) 20 area thr = 0.20 thr = 0.10 thr = 0.00 1 14.44 14.44 13.43 3 15.93 15.93 14.65 8 15.79 15.79 15.18 9 # 17.15 17.15 16.56 10 14.29 14.29 ...
Page 303
... ( Table 4 ) . ( 0 ) Table 4 : Theoretical x numerical results , design case of Table 3 . Elastic buckling pressure , N / mm2 ** Linear analysis : The model has π / 2n in the circumf . direction . Anti - symmetry is used : u , w , vv ...
... ( Table 4 ) . ( 0 ) Table 4 : Theoretical x numerical results , design case of Table 3 . Elastic buckling pressure , N / mm2 ** Linear analysis : The model has π / 2n in the circumf . direction . Anti - symmetry is used : u , w , vv ...
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