Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 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 range of interest . The numerical results were obtained with 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 range of interest . The numerical results were obtained with the first - order ...
Page 106
... interaction potential ; full - draft flap ( d / h = 0 ) without evanescent interaction potential ; ..... half - draft flap wavemaker ( d / h = 0.5 ) with evanescent interaction potential ; - · - · - · half - draft flap wavemaker ( d / h ...
... interaction potential ; full - draft flap ( d / h = 0 ) without evanescent interaction potential ; ..... half - draft flap wavemaker ( d / h = 0.5 ) with evanescent interaction potential ; - · - · - · half - draft flap wavemaker ( d / h ...
Page 279
... interaction is one of the important issues in the dynamic response analysis . In this paper the effect of nonlinear soil - structure interaction and the corresponding soil hysteretic effects on the extreme and fatigue response of a jack ...
... interaction is one of the important issues in the dynamic response analysis . In this paper the effect of nonlinear soil - structure interaction and the corresponding soil hysteretic effects on the extreme and fatigue response of a jack ...
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 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 incident wave interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME OMAE oscillating parameters peak pile platform pontoons predicted propagation random waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind