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 235
... compared to the quasistatic response . If OR is significant compared to Ow , kg will be less than 1. This expresses that the dynamic response is less non - Gaussian than the quasistatic response , i.e. a Normalization of response ...
... compared to the quasistatic response . If OR is significant compared to Ow , kg will be less than 1. This expresses that the dynamic response is less non - Gaussian than the quasistatic response , i.e. a Normalization of response ...
Page 360
... Compared to Predicted Wavenumber for Operator 4 1.05 1.04 1.03 1.02 1.02 1.04 1.05 1.06 1.07 1.08 1.09 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 Predicted Wavenumber 1.10 1.09 1.08 1.07 1.06 1.05 Figure 14 : Observed Wavenumber Compared ...
... Compared to Predicted Wavenumber for Operator 4 1.05 1.04 1.03 1.02 1.02 1.04 1.05 1.06 1.07 1.08 1.09 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 Predicted Wavenumber 1.10 1.09 1.08 1.07 1.06 1.05 Figure 14 : Observed Wavenumber Compared ...
Page 646
... compared to the full wave sequence . Measured The results of the regular waves were compared to two numerical models used to predict the diffraction patterns around the GBS . Both are frequency domain models based on linear wave theory ...
... compared to the full wave sequence . Measured The results of the regular waves were compared to two numerical models used to predict the diffraction patterns around the GBS . Both are frequency domain models based on linear wave theory ...
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