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 2
... scale and laboratory scale ocean swell , wave fre- quencies must vary inversely with the square root of the length scale and wave height must vary directly with this scale . Choosing a conve- nient peak frequency of 3.46 rad / sec ...
... scale and laboratory scale ocean swell , wave fre- quencies must vary inversely with the square root of the length scale and wave height must vary directly with this scale . Choosing a conve- nient peak frequency of 3.46 rad / sec ...
Page 8
... scale ocean swell will be only about one - fifth the value for the laboratory scale . As noted earlier , this means that nonlinear effects identified in the labo- ratory measurements will not be present in full scale . Thus , also as ...
... scale ocean swell will be only about one - fifth the value for the laboratory scale . As noted earlier , this means that nonlinear effects identified in the labo- ratory measurements will not be present in full scale . Thus , also as ...
Page 313
... scale and model scale tests of selected areas of the GBS have been carried out to verify the design . The verification activities have thus been a mixture of document review , independent analysis and design as well as full scale tests ...
... scale and model scale tests of selected areas of the GBS have been carried out to verify the design . The verification activities have thus been a mixture of document review , independent analysis and design as well as full scale tests ...
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