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 149
... domain existing are properly taken into account . The disadvantage of this method is the expensive computing cost . In this work , a hybrid method is proposed , that uses both time - domain and frequency - domain analyses . Random ...
... domain existing are properly taken into account . The disadvantage of this method is the expensive computing cost . In this work , a hybrid method is proposed , that uses both time - domain and frequency - domain analyses . Random ...
Page 192
... domain in the inner region is divided into two parts , A and g , separated by boundary r . In domain A , adjacent to the floating structure , the change of the sea floor and the floating body geometry can be arbitrary , while in domain ...
... domain in the inner region is divided into two parts , A and g , separated by boundary r . In domain A , adjacent to the floating structure , the change of the sea floor and the floating body geometry can be arbitrary , while in domain ...
Page 269
... domain In order to obtain the relationship between the tension at the upper end of the mooring line and the motion in the time domain as a verification of numerical calculations , two tests were performed : one with mono - frequency ...
... domain In order to obtain the relationship between the tension at the upper end of the mooring line and the motion in the time domain as a verification of numerical calculations , two tests were performed : one with mono - frequency ...
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 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 waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory transverse values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind