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 213
Table 5 Wave - current interaction - Doppler effect 800 500 St. deviation of response Response quantity Without With Extreme response Without 250 With 200 200 interaction Interaction interaction Interaction 150 150 Base shear 1.00 1.05 ...
Table 5 Wave - current interaction - Doppler effect 800 500 St. deviation of response Response quantity Without With Extreme response Without 250 With 200 200 interaction Interaction interaction Interaction 150 150 Base shear 1.00 1.05 ...
Page 179
... interaction Probability of interaction. in the angles a in relation to the lay barge stability requirements ) . has The application of the model to a hypothetical pipelaying scenario identified the influence of each considered laying ...
... interaction Probability of interaction. in the angles a in relation to the lay barge stability requirements ) . has The application of the model to a hypothetical pipelaying scenario identified the influence of each considered laying ...
Page 178
... interaction probability with the existing sealine ( the wire length and pulling force affect the wire section resting on the seabed " Lsb " ) . In the application presented hereinafter , a parametric analysis has been carried out to ...
... interaction probability with the existing sealine ( the wire length and pulling force affect the wire section resting on the seabed " Lsb " ) . In the application presented hereinafter , a parametric analysis has been carried out to ...
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