Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 111
... experimental model is illus- trated in figure 3. In the present experiment , the wave trains with wave amplitude , a = 0.01 ~ 0.03m , wave period , T = 0.8 2.1s are generated and the water depth , h , is 1.0m . The measured data of wave ...
... experimental model is illus- trated in figure 3. In the present experiment , the wave trains with wave amplitude , a = 0.01 ~ 0.03m , wave period , T = 0.8 2.1s are generated and the water depth , h , is 1.0m . The measured data of wave ...
Page 316
... experimental results . The results presented in the preceding paragraphs suggest that there is qualitative , but not quantitative , agreement between theory and experiment . Thus , it is desirable to investigate the effect of various ...
... experimental results . The results presented in the preceding paragraphs suggest that there is qualitative , but not quantitative , agreement between theory and experiment . Thus , it is desirable to investigate the effect of various ...
Page 579
experimental and analytical frequencies . The maximum error in the fundamental frequency , between the analytical and experimental values , was observed to be 6.82 % ( LVDT ) . 4. DISCUSSION OF EXPERIMENTAL AND ANALYTICAL RESULTS 4.1 ...
experimental and analytical frequencies . The maximum error in the fundamental frequency , between the analytical and experimental values , was observed to be 6.82 % ( LVDT ) . 4. DISCUSSION OF EXPERIMENTAL AND ANALYTICAL RESULTS 4.1 ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
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added mass amplitude analysis axial behaviour boundary bubble buoy cable calculated Campos Basin coefficients compliant tower components configuration crane vessels cylinder damping model damping ratio developed direction displacement distribution domain drag coefficient drag force dynamic response effect Engineering equation estimated experimental Figure floating flow fluid heave motion hydrodynamic hydrodynamic damping installation interaction internal wave irregular waves Karunakaran length linear load matrix measured method modal mode model testing module natural frequency natural period nondimensional nonlinear obtained Ocean Offshore Structures operations oscillation parameters peak pipe pipeline platform pontoon potential predicted pressure ratio Rayleigh Rayleigh distribution resonant riser rotation second-order semisubmersible ship shown simulation spectra spectrum stiffness Stirling engine subsea surge tank technique tendon tension tethers transfer function values vector velocity velocity potential vertical vessel vibration water depth wave force wave height wave period