Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 51
... present method is one order lower than that required by the double convolution , and more than two order lower than using double cosine function summation . The present a wave wave- approach can produce second - order effect time ...
... present method is one order lower than that required by the double convolution , and more than two order lower than using double cosine function summation . The present a wave wave- approach can produce second - order effect time ...
Page 97
... Present method K22 = 0.0 tf / m 5 2.0 3.0 L / B 4.0 5.0 2.0 1.0 Fig.6 Comparison of steady drift forces calculated by momentum theory and present method on a moored body for K22 = 0 tf / m Fo✓ pg Da2 0.25 0.1 Momentum theory X2 / a • ...
... Present method K22 = 0.0 tf / m 5 2.0 3.0 L / B 4.0 5.0 2.0 1.0 Fig.6 Comparison of steady drift forces calculated by momentum theory and present method on a moored body for K22 = 0 tf / m Fo✓ pg Da2 0.25 0.1 Momentum theory X2 / a • ...
Page 181
... present value of reserves on the vertical axis , recoverable reserves on the horizontal axis and a set of curves representing a range of reserves per well ( i.e. , amount of oil eventually produced by each production well ) . For the ...
... present value of reserves on the vertical axis , recoverable reserves on the horizontal axis and a set of curves representing a range of reserves per well ( i.e. , amount of oil eventually produced by each production well ) . For the ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind