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 225
... increase in relative velocity between the moving cylinder and fluid . Higher relative velocity generates more transverse pressure behind the most recently shed vortice , resulting in a corresponding increase in lift force . While this ...
... increase in relative velocity between the moving cylinder and fluid . Higher relative velocity generates more transverse pressure behind the most recently shed vortice , resulting in a corresponding increase in lift force . While this ...
Page 366
... increase of web collapse strength . In case of " between webs " collision ( Fig.9 ( b ) ) , the effect emerges after a considerable penetration when the stem crushes webs as a direct action . In this case , the increase of the load is ...
... increase of web collapse strength . In case of " between webs " collision ( Fig.9 ( b ) ) , the effect emerges after a considerable penetration when the stem crushes webs as a direct action . In this case , the increase of the load is ...
Page 412
... increase the g - factor found at that level . Between Model - 1 and 2 , a 20 % increase in the g - factor is seen in the global X - direction due to the local modes and 15 % increase in g - factor is seen in the global Y - direction ...
... increase the g - factor found at that level . Between Model - 1 and 2 , a 20 % increase in the g - factor is seen in the global X - direction due to the local modes and 15 % increase in g - factor is seen in the global Y - direction ...
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