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 67
... parameters of the probability distribution of significant wave height , in particular the homogeneity of the data sets and the statistical methods of fitting a distribution to data . More homogeneous data sets are organised by colecting ...
... parameters of the probability distribution of significant wave height , in particular the homogeneity of the data sets and the statistical methods of fitting a distribution to data . More homogeneous data sets are organised by colecting ...
Page 280
... parameters , and m , c and k are the structural mass , damping and stiffness , respectively . The force transfer parameters and the structural parameters may be assumed known or unknown . The unknown parameters are to be identified by ...
... parameters , and m , c and k are the structural mass , damping and stiffness , respectively . The force transfer parameters and the structural parameters may be assumed known or unknown . The unknown parameters are to be identified by ...
Page 285
... parameters . It is found that the parameters corresponding to u , u3 and u2x are ᾶμ = 0.794 , â2 = 0.296 , âz = −1.471 , and â = 1.226 , ( 35 ) while the additional parameters are essentially zero , enforcing those extraneous terms to ...
... parameters . It is found that the parameters corresponding to u , u3 and u2x are ᾶμ = 0.794 , â2 = 0.296 , âz = −1.471 , and â = 1.226 , ( 35 ) while the additional parameters are essentially zero , enforcing those extraneous terms 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