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 201
... combined first - order and second - order , sum - frequency response in heave , pitch and roll of a TLP structure subjected to random , long - crested seas . The results are based on available numerically calculated data for the linear ...
... combined first - order and second - order , sum - frequency response in heave , pitch and roll of a TLP structure subjected to random , long - crested seas . The results are based on available numerically calculated data for the linear ...
Page 205
... combined vertical displacement and acceleration response of the center point of the column with coordinates ( -38 , -38 , 0 ) ( cf. Fig . 2 ) due to second- order , sum - frequency heave , roll and pitch . That is , the subsequent ...
... combined vertical displacement and acceleration response of the center point of the column with coordinates ( -38 , -38 , 0 ) ( cf. Fig . 2 ) due to second- order , sum - frequency heave , roll and pitch . That is , the subsequent ...
Page 209
... combined extreme response will be negligible . 6. CONCLUSIONS AND COMMENTS Results for the combined first - order and second - order , springing response of the Snorre TLP structure have been given . It has been shown that even if these ...
... combined extreme response will be negligible . 6. CONCLUSIONS AND COMMENTS Results for the combined first - order and second - order , springing response of the Snorre TLP structure have been given . It has been shown that even if these ...
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