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 109
... represents the cross - spectral density between quantities " i " and " j " ; Yi ( f ) represents the complex Fourier transform of quantity " i " ; the ( * ) represents the complex conjugate of the term to which it is applied ; and E. ) ...
... represents the cross - spectral density between quantities " i " and " j " ; Yi ( f ) represents the complex Fourier transform of quantity " i " ; the ( * ) represents the complex conjugate of the term to which it is applied ; and E. ) ...
Page 126
... represents any of the model variables . The crucial point in such closure is the establishment of a relationship between the coefficient K , and the turbulent kinetic energy . This kind of models are usually called as 1.5 order . The ...
... represents any of the model variables . The crucial point in such closure is the establishment of a relationship between the coefficient K , and the turbulent kinetic energy . This kind of models are usually called as 1.5 order . The ...
Page 198
... represent uncertainties arising from the modelling of a random sea in the short term . If , however , the severity of the sea state is represented by both H , and T2 ( mean zero crossings wave period ) , the parameters of the P.M. ...
... represent uncertainties arising from the modelling of a random sea in the short term . If , however , the severity of the sea state is represented by both H , and T2 ( mean zero crossings wave period ) , the parameters of the P.M. ...
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