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 59
... shown in Fig . 4b , and the results for back pile are given in Fig . 4c . The name of front and back pile are defined ac- cording to the direction of wave propagation . It is indicated by Fig . 4 that the maximum value of ( KG ) 1/3 for ...
... shown in Fig . 4b , and the results for back pile are given in Fig . 4c . The name of front and back pile are defined ac- cording to the direction of wave propagation . It is indicated by Fig . 4 that the maximum value of ( KG ) 1/3 for ...
Page 224
... shown in Fig . 4. The low - frequency force peak is to be noted in this figure . The tether- tension spectrum is shown in Fig . 5. The second- and third- harmonic responses of tether - tension are significant and appear to be equally ...
... shown in Fig . 4. The low - frequency force peak is to be noted in this figure . The tether- tension spectrum is shown in Fig . 5. The second- and third- harmonic responses of tether - tension are significant and appear to be equally ...
Page 365
... represented by triangular ( 4 ) symbol in Fig . 2 . weights equation This error has to be back propagated using the same mentioned above . To do this , we first write the δ ok = ( dx - op ) ( 10x ) % - ( 12 ) which is represented by a ...
... represented by triangular ( 4 ) symbol in Fig . 2 . weights equation This error has to be back propagated using the same mentioned above . To do this , we first write the δ ok = ( dx - op ) ( 10x ) % - ( 12 ) which is represented by a ...
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