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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Results 1-3 of 73
Page 202
... performed at subcritical Reynolds numbers . This is partly due to the stable , well- defined character of the flow in this region . The tests are easier to perform , and the results are more readily interpreted . Also , especially at ...
... performed at subcritical Reynolds numbers . This is partly due to the stable , well- defined character of the flow in this region . The tests are easier to perform , and the results are more readily interpreted . Also , especially at ...
Page 215
... performed in water are similar to those from tests in air as described previously . The rms lift coefficient from ... performed in a wind tunnel for a stationary cylinder , although a few tests have been performed with oscillating ...
... performed in water are similar to those from tests in air as described previously . The rms lift coefficient from ... performed in a wind tunnel for a stationary cylinder , although a few tests have been performed with oscillating ...
Page 259
... performed on the random variable formed as difference between the common slope , may , and the slope of the regression line obtained from the mean points of each individual BDS . For this test also , a confidence limit of 97 % was fixed ...
... performed on the random variable formed as difference between the common slope , may , and the slope of the regression line obtained from the mean points of each individual BDS . For this test also , a confidence limit of 97 % was fixed ...
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