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 278
... pressure with pressurized burial . All these results are obtained with the pipeline and cover mentioned in the foregoing section ( Table 1 ) . The pipeline is assumed to be covered at ambient pressure and a single pressurization phase ...
... pressure with pressurized burial . All these results are obtained with the pipeline and cover mentioned in the foregoing section ( Table 1 ) . The pipeline is assumed to be covered at ambient pressure and a single pressurization phase ...
Page 634
... pressure induced by the wave force acting on the cylinder , and also the overturning moment has no change . CONCLUSIONS ( 1 ) . According to the numerical method presented for computing the seepage pressure acting on a circular cylinder ...
... pressure induced by the wave force acting on the cylinder , and also the overturning moment has no change . CONCLUSIONS ( 1 ) . According to the numerical method presented for computing the seepage pressure acting on a circular cylinder ...
Page 8
... Pressure АH , Aμ , Design Window APPROACH ... 9 and The first point to be emphasized is that there are in fact two kinds of pressure - area relationships . Figure 2 shows these in schematic form . Figure 2 ( a ) illustrates the case ...
... Pressure АH , Aμ , Design Window APPROACH ... 9 and The first point to be emphasized is that there are in fact two kinds of pressure - area relationships . Figure 2 shows these in schematic form . Figure 2 ( a ) illustrates the case ...
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