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
... interaction potential is neglected . The agreement between the present solution and that of Hudspeth and Sulisz ( 1991 ) is excellent over the frequency of interest . The numerical results were obtained with range the first - order ...
... interaction potential is neglected . The agreement between the present solution and that of Hudspeth and Sulisz ( 1991 ) is excellent over the frequency of interest . The numerical results were obtained with range the first - order ...
Page 106
... interaction potential ; ยท ..... without evanescent interaction potential ; flap wavemaker ( d / h = 0.5 ) with evanescent interaction potential ; ..... half - draft flap wavemaker ( d / h = 0.5 ) without evanescent interaction potential ...
... interaction potential ; ยท ..... without evanescent interaction potential ; flap wavemaker ( d / h = 0.5 ) with evanescent interaction potential ; ..... half - draft flap wavemaker ( d / h = 0.5 ) without evanescent interaction potential ...
Page 287
... interaction analysis of fixed offshore structures is described . The influence of the nonlinear soil - structure interaction on the extreme and fatigue response of a jack - up resting on spud - can foundation is studied . Three ...
... interaction analysis of fixed offshore structures is described . The influence of the nonlinear soil - structure interaction on the extreme and fatigue response of a jack - up resting on spud - can foundation is studied . Three ...
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