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 106
Far Field Wave Amplitude Ratio Far Field Wave Amplitude Ratio THE DYNAMIC RESPONSE CHARACTERISTICS OF VERTICAL CYLINDERS IN TWO AND. 3 3 0 0 0.2 0.4 0.6 0.8 1.0 h / Lo Far Field Wave Amplitude Ratio 2 0.2 0.4 0.6 0.8 1.0 h / Lo ( 2 ) + ...
Far Field Wave Amplitude Ratio Far Field Wave Amplitude Ratio THE DYNAMIC RESPONSE CHARACTERISTICS OF VERTICAL CYLINDERS IN TWO AND. 3 3 0 0 0.2 0.4 0.6 0.8 1.0 h / Lo Far Field Wave Amplitude Ratio 2 0.2 0.4 0.6 0.8 1.0 h / Lo ( 2 ) + ...
Page 379
... field ( structure and surrounding medium ) is modeled by finite elements and the far field problem is solved using an adaptation of the matrix formulation introduced by Thomson ( 1950 ) and extended by Haskell ( 1953 ) . The system is ...
... field ( structure and surrounding medium ) is modeled by finite elements and the far field problem is solved using an adaptation of the matrix formulation introduced by Thomson ( 1950 ) and extended by Haskell ( 1953 ) . The system is ...
Page 381
... field boundary are available from the finite element analysis ( equation 8 ) and the far field analytic approach ( equation 4 ) . In both , the vector X of generalized coordinates is the unknown . Traction reciprocity at the mesh ...
... field boundary are available from the finite element analysis ( equation 8 ) and the far field analytic approach ( equation 4 ) . In both , the vector X of generalized coordinates is the unknown . Traction reciprocity at the mesh ...
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 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