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 89
... estimated using Gaussian and non - Gaussian sea surfaces . As seen from this table , the skewness and kurtosis of base shear estimated from non - Gaussian sea surface is significantly higher than what is estimated using Gaussian sea ...
... estimated using Gaussian and non - Gaussian sea surfaces . As seen from this table , the skewness and kurtosis of base shear estimated from non - Gaussian sea surface is significantly higher than what is estimated using Gaussian sea ...
Page 117
... estimates The reliability analysis is performed based on the two procedures outlined in the previous chapter . First the reliability estimates are found from the procedure where the long term response is estimated by a nonlinear ...
... estimates The reliability analysis is performed based on the two procedures outlined in the previous chapter . First the reliability estimates are found from the procedure where the long term response is estimated by a nonlinear ...
Page 373
... estimated to 17.2 m , the COV is estimated to 0.11 and the 100 - years wave height , i.e the expected value of the max- imum wave height in 100 years period , is estimated to 24.0 m . The 100 - years crest height can be calcu- lated to ...
... estimated to 17.2 m , the COV is estimated to 0.11 and the 100 - years wave height , i.e the expected value of the max- imum wave height in 100 years period , is estimated to 24.0 m . The 100 - years crest height can be calcu- lated to ...
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