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 210
... range the lift coefficient starts rising . It attains a maximum value near Reynolds numbers around 8x104 , and then decreases throughout the transition range . Scatter of the data reported within this range is substantial . Maximum rms ...
... range the lift coefficient starts rising . It attains a maximum value near Reynolds numbers around 8x104 , and then decreases throughout the transition range . Scatter of the data reported within this range is substantial . Maximum rms ...
Page 227
... range as well as a greater reduction in shedding frequency above the primary lock - in range . Detailed observations from the experiments are described in the original reference [ Stansby ( 1976 ) ] . Some key observations were : • Lock ...
... range as well as a greater reduction in shedding frequency above the primary lock - in range . Detailed observations from the experiments are described in the original reference [ Stansby ( 1976 ) ] . Some key observations were : • Lock ...
Page 273
... range corresponding to the S - N curve Due to linearization , the probability density function P. ( v ) is assumed to be Gaussian . The equation ( s ) to be solved are a ƏL -Elle " ] = 0 ( 8 ) FATIGUE DAMAGE The relationship between the ...
... range corresponding to the S - N curve Due to linearization , the probability density function P. ( v ) is assumed to be Gaussian . The equation ( s ) to be solved are a ƏL -Elle " ] = 0 ( 8 ) FATIGUE DAMAGE The relationship between 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