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 128
... method , Fylling's method , and the coupled method are illustrated in Figures 6 and 7. The difference between conven- tional method and Fylling's method is relatively large since the latter included the tether mass and curvature effects ...
... method , Fylling's method , and the coupled method are illustrated in Figures 6 and 7. The difference between conven- tional method and Fylling's method is relatively large since the latter included the tether mass and curvature effects ...
Page 456
... methods , method 1 ( E , ) , method 2 ( E2 ) method 3 ( E3 ) and method 4 ( E ) and the results from the tension and compression theory ( in the table as Ę and E ) and E , of shell theory and E1 , as total effect , ETOT ENERGY UJJ ) 6e ...
... methods , method 1 ( E , ) , method 2 ( E2 ) method 3 ( E3 ) and method 4 ( E ) and the results from the tension and compression theory ( in the table as Ę and E ) and E , of shell theory and E1 , as total effect , ETOT ENERGY UJJ ) 6e ...
Page 286
... method rectifies the inadequacy of neglecting or simplifying the interaction nonlinearity that may be significant in offshore structural analysis . It also overcomes the difficulty in applying iterative analysis methods to system ...
... method rectifies the inadequacy of neglecting or simplifying the interaction nonlinearity that may be significant in offshore structural analysis . It also overcomes the difficulty in applying iterative analysis methods to system ...
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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Common terms and phrases
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