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 255
... Length 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 ... Length O Ratio - 1/35 Wave Height / Length Ratio - 1/50 Wave Height / Length Ratio - 1/70 SHIPMO Prediction Non ...
... Length 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 ... Length O Ratio - 1/35 Wave Height / Length Ratio - 1/50 Wave Height / Length Ratio - 1/70 SHIPMO Prediction Non ...
Page 165
... lengths as shown in Figs . 5 and 6. From the data of joint distribution , the mean crest length X and the upper quartile length Q3 in each class of relative crest height have been calculated . Figure 5 exhibits the mean and upper quar ...
... lengths as shown in Figs . 5 and 6. From the data of joint distribution , the mean crest length X and the upper quartile length Q3 in each class of relative crest height have been calculated . Figure 5 exhibits the mean and upper quar ...
Page 264
... Length of simulation [ min ] 300 350 Figure 5 Average response vs simulation length - Base Shear . 400 The effect of increasing the sample length is demonstrated in Table 3 and in Figure 5. Table 3 gives average extrapolated extremes ...
... Length of simulation [ min ] 300 350 Figure 5 Average response vs simulation length - Base Shear . 400 The effect of increasing the sample length is demonstrated in Table 3 and in Figure 5. Table 3 gives average extrapolated extremes ...
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