Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 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 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 3 0.2 ...
Far Field Wave Amplitude Ratio 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 3 0.2 ...
Page 255
... Ratio - 1/50 + DTNSRDC Data 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.0 3 Figure 7 S - 175 Model Pitch Comparison at Fn = 0.200 ... Ratio - 1/35 Wave Height / Length Ratio - 1/50 Wave Height / Length Ratio - 1/70 SHIPMO Prediction Non Dimensional ...
... Ratio - 1/50 + DTNSRDC Data 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.0 3 Figure 7 S - 175 Model Pitch Comparison at Fn = 0.200 ... Ratio - 1/35 Wave Height / Length Ratio - 1/50 Wave Height / Length Ratio - 1/70 SHIPMO Prediction Non Dimensional ...
Page 478
... ratio of prototype TLP components Component Method Damping ratio No. of vertical columns Column diameter 4 15.85 m ( 52 ft ) Horizontal cylinder - Troesch & Kim ( 1991 ) circular section 0.049 % Column draft 33.52 m ( 110 ft ) No. of ...
... ratio of prototype TLP components Component Method Damping ratio No. of vertical columns Column diameter 4 15.85 m ( 52 ft ) Horizontal cylinder - Troesch & Kim ( 1991 ) circular section 0.049 % Column draft 33.52 m ( 110 ft ) No. of ...
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 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 interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME 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 Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind