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 204
... measured on moving cylinders include inertia effects that must be taken into account when the local hydrodynamic forces are sought . For example , one particular set of oscillated cylinder experiments measured reaction force at one end ...
... measured on moving cylinders include inertia effects that must be taken into account when the local hydrodynamic forces are sought . For example , one particular set of oscillated cylinder experiments measured reaction force at one end ...
Page 350
... measured data show that in fact this response is strongest at the higher of the two frequencies , and in fact , the measured variance ( 130.59 in2 / s2 ) is nearly twice as large as the variance of the simulated heave velocity ( 69.859 ...
... measured data show that in fact this response is strongest at the higher of the two frequencies , and in fact , the measured variance ( 130.59 in2 / s2 ) is nearly twice as large as the variance of the simulated heave velocity ( 69.859 ...
Page 59
... measured spectral peak periods compared in Fig.6 . Both the bias and the scatter is seen to be rather large , but they seem to be independent of the significant wave height , see Fig.7 . The difference is herein measured by taking the ...
... measured spectral peak periods compared in Fig.6 . Both the bias and the scatter is seen to be rather large , but they seem to be independent of the significant wave height , see Fig.7 . The difference is herein measured by taking 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