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 137
... EXPERIMENT Model experiments were carried out in the seakeeping and maneuvering basin ( 50 meters long , 30 meters wide and 2.5 meters deep ) at the University of Tokyo . The models is 1/200 of an intended actual structure as shown in ...
... EXPERIMENT Model experiments were carried out in the seakeeping and maneuvering basin ( 50 meters long , 30 meters wide and 2.5 meters deep ) at the University of Tokyo . The models is 1/200 of an intended actual structure as shown in ...
Page 304
... experiments in the test basin at the Univer- sity of Tokyo . Variable drag and variable buoyancy type actuators are used for the upending experiment . Variable drag type actuators are used for free fall experiment . Experiments with the ...
... experiments in the test basin at the Univer- sity of Tokyo . Variable drag and variable buoyancy type actuators are used for the upending experiment . Variable drag type actuators are used for free fall experiment . Experiments with the ...
Page 149
... experiments for Tp - 15s , while for Tp = 10s , the experiments show somewhat higher values . The latter discrepancy is probably related to the above mentioned kurtosis values and higher - order effects . One should note that the ...
... experiments for Tp - 15s , while for Tp = 10s , the experiments show somewhat higher values . The latter discrepancy is probably related to the above mentioned kurtosis values and higher - order effects . One should note that the ...
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